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HomeMy WebLinkAboutBUILDING SITE PLANS - SURVEYS31 15' 54'8" 42'4" 12'4" 14'4' 16'4" 3'8" 4'4" 3'8" 7,2„ 2,3„ /BREjAkKPAST 2'6" W6 COVERED 3'7' 4 9'0" FFAT AREA► �s 13'0" 7 17'0" 11'8 1o' BEDROOM 5 3'S' 0 9'0"FEAT 8' SLDG DR BATH 2 8 i 9'0" FLAT /�___ � 2 SI�WR 2'4" � O O 2'4" 13'0" BEDROOM 11 9'0" FLAT WI 2,()77" LIVING ROOM CATHEDRAL ° KITCHEN O o o CATHEDRAL 00 16'8" 11'4" R,9„ DW h i 3� � Z w d 4FT ❑PENING m 20'0" 5'6" FOYER DINING ROOM CATHEDRAL [ � L_5�192 D 6' 7'9" A/C HD R W W , S,4„ W.I.0 —5'9"t 12'0" I5,a„ MASTER BEDROOM 9'0" FLAT 6110" 8'8" 6' INTERIOR FR 5, 2g�3 LOAD BRG WALL_TENIWH TRY ATTI (— F CC�ESS j 54" 13' 4 "7' 8"—'r J —I— GARAGE 9'5" FLAT 20------------------------------------- '8 p 16 FT GARAGE DR. I I I i i i I I SCALE 1/4"=110" 3'4" 1' 4" t 3' SLEEPING ROOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING OF 5 SO. FT. FOR GROUND FLOORS, 5.7 SO. FT. FOR UPPER FLOORS. OPENINGS SHALL NOT BE LESS THAN 24'H OR 20'W SILL NOT MORE THAN 44" ABOVE FLOOR. L'7 i 48'4" 4 54° CL aS© I lS U ST. LGCIE COUNTY BUILDING DIVISION REVIEWED FOR CO I IAN E S Q REVIEWED -F 3' DATE f PLANS AN P RNHT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. THIS STRUCTURE HAS BEEN DESIGNED AND REVIEWED FOR COMPLIANCE OF FBC 1606.1.4 FOR ONE OF THE FOLLOWING: INTERNAL WIND PRESSURE Ij WINDBORNE DEBRIS PROTECTION IMPACT RESISTANCE GLAZING p�l.l TABULATION AREA LIVING AREA 1567 SF GARAGE 441 SF FRONT ENTRY 42 SF FIRE SAFETY OPENING TOTAL 2050 _ SF EGRESS WIND❑WS IN SLEEPING ROOM PORCH 122 SE MUST HAVE A MINIMUM CLEAR OPENING HEIGHT OF 24" & A MIN NET CLEAR TOTAL 2172 SF WIDTH OF 20" NET CLEAR OPENING AREA SHALL HAVE A MIN 5 SQ FT ON GROUND FLOOR 5,7 SQ. FT. ABOVE GROUND LEVEL MAX SILL HEIGHT 44' , ABOVE FFE PROTECTION OF OPENINGS: BASED ON FBC SECTI❑N 160614 ; EXTERIOR ❑PENING THAT RECEIVES P❑SITIVE PRESSURE SHALL BE PROTECTED WITH AN IMPACT RESISTANT C❑VERING MATERIAL THAT MEETS THE REQUIREMENT OF SSTD12 ASTME1886 AND ASTME1996 OR MIAMI—DADE PA201,202 & 203 NOTE BLOCK LAYERS/FRAMERS TO CONSULT W/CONTRACTOR FOR ROUGH OPENINGS OF WINDOWS AND DOORS DOOR SCHEDULE DR # SIZE QUANTITY REMARKS D1 310"XG'8"X1 3/4" 1 EXTERIOR DR W/1 SIDE LITES (12.) W/EYEBROW D2 2'8"X6'8"X1 3/8" 5 INTERIOR DR 6 PANEL D3 2'8"X6'8"X1 3/8" 1 EXT HARDWOOD 1 HR FIRERATED D4 2'80x6'8"x1 3/4" 1 2 JEXTERIOR DR S❑LID WINDOW SCHEDULE THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS I REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES-1 SIZEWxH ROUGH OP QUANTITY REMARKS W1 52x62 52%x62S2 W/EYEBR❑W W2 52x62 52'/ex62''k 2 W/EYEBROW W3 36x6P 36'V2x63 MIN 5 SF ❑PENING W4 25V2x37Fk 26x38 TIME W5 36x62 36Y2x62'k 3 BAY WINDOW W6 1 W7 25Y2x37'Y2 26x38 1 TEMP GLASS OBSCURE NOTES Installation Flange Frame Window in Ioncrete or Masonry Opening - When opening employs a 2x4 structural wood buck#10 Wood screws of sufficient length to achieve min 1 3/8 in embedment into wood buck j - When Opening employs a non-structural �p wood buck min 3/16 in dia. Tapcons of sufficient length to achieve min 1 1/4 in embedment into masonry or concrete Number of anchors calculated not to exceed 24 in on center FILE COPY St. Lucie County Health Dept Environmental Health Section Site Plan Approved for Construction Superc I revious e s CIS DS# D to Reviewer: Product Review Affidavit St Lucie County, Public Works Department Code Compliance Division The following products will be` installed in the structure located at Building Permit # Owners Name "Z o d,^1 u u nr Owner's Address_ t 7 u S a (r,1 r ng l �- Contractor _ 14 n Contractor's Address ProductLDe�siPressly- Rated Manufacturer Model Number Method of Attachment esWindows ted wind design pressures listed by the manufacturer for each product listed 1st ChoiceF FL EX�a+ �r t /�N s 7 ecoCs�t1" L Mullions4 F FL 6ek<u.n,. aaa cImn v ss (other) Butt Glass Glass Block ing Glass Doors 1st Choice 4 2nd Choice 'Ig Type Doors 1stChoice 4 25 2/y1x6''y1!_2Vx�M__' 2nd Choice Iv.ca ucau Val al,'C"Uuts 1st Choice / 'tie" opcpDtO�lE5 rTr�wk ' 2nd Choice,lf �1�., Z r bvlAdrur-Iuerytass I A5-bl.7 r ifdF i //ox/z- I Metal butters Choice l/5G�'S: rn9DDu �N ��n�l.m�_ I have reviewed the above compc3nents and cladding, and have approved their use in the structure to it provide adequate resistance to ttie wind loads and forces specified by current code provisions. Name: f7/ RAY19 rn (11.4 [7i Signature v r' Design Fitm Cert. No._Y_7/6Date 5� Revised 5102103 ding St. Lucie County Building and Zoning Departmegt 2300 Virginia Avenut Fort Pierce, FL 3498: 561-462-1553 Design Certification for Wind Load Compliance This Certification is to be completed by the project design architect or engineer. 'his Certification must be submitted with all applications for building permits involving the construction of new residence (single or multi- family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural walls, columns or other similar component s being effected) and certain other minor building Permits. For further assistance, please contact the Building Inspection Office at 46,-1553 or 462 2172. -Project Name Street Address ()ES ry r Office Use Onlv Sea r. Pcrmit Number Occu ancy Type Construction Tvne Certification Statement: I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the Applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County. I also c9rtify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. esi Dn Parameters and Assum tions Used: (Please check or complete the appropriate box.) L Florida Building Code 2001 Edition �_ ASCE 7-98 2..Building Design is (check one) Enclosed _� Partially Enclosed _ Open Building _ 3. Building Height: /,�z F;c% 4. Wind Speed Used in Building Design: / %U Inek 3 second gust S. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line #1): Lci_ 6. Average Wind Velocity Pressure on Exterior Faces of Structu:-. V, PSF 7. Peak Wind Velocity Pressure on Exterior Faces of Structure 6'r% PSF -w,.cr.a..�.. 8. Importance/Use Factor (obtain from Building Code): ),0 9. Loads: Floor .vl, -PSF Roof/dead 25 PSF RoofAive PSF 10. Were Shear Walls Considered for Structure (check one): Yes f No _(if No, attach explanation) 11. Is a Continuous Load Path Provided (check one): Yes -1� No _ (if No, attach explanation) 12. Are Compont:nt and Cladding Detail Provided (check one): Yes .! No _(if No, attach explanation) 13. Minimum Soil Bearing Pressure: 2.1oGl PSF As witnessed by my seal, I hereby certify that the information. included with this certification is true and is c " correct, to the best of my knowledge and belief. r nQ C Name: Certification #: [Seal Here] Design Firm: .1=t".`rr ,hr r;,, Date: Ala/,%S SLCCDV Form # 020-00 Ip . FLOR10p' Job Address _ CODE COMPLIANCE DIVISION RESIDENTIAL PLAN REVIEW FORM ATTACHMENTS Wind Borne Debris Protection FBC 1606,1.4 Sealed Drawings -Name, etc. FBC 104.2 Wind Load Design FBC 104.2 Lot Survey FBC 104.2 Survey Matches Structural Plans FBC 104,2 Manual "1" Room by Room Cal FL Energy Code Energy Evaluation FL EnergyCode ode Product review or affidavit TATY�1'r� ♦ FBC 1606.2.2.1 Design wind pressure; for upenings FBC 1606 / 1707.4 _ .0 VU1V"AItitV1V Footing Details FBC 1804.1 Interior Bearing Walls (detail) in Elevations FBC 1804 Column Pads SFBHC4Change Area Tabulation FBC 104.2 Dimensions FBC 104.2 6IKUU'1'UKAL Wall Section -CBS FBC 104.2 / 2101 Wall Section -Frame 04.2 / 2308 Interior Bearing Walls FBC 104.2 / 2308 Frame to Block Details 042 / 2309.5 Bay Window Detail FBC 104.2 / 2308 Window Seat Detail 04.2 / 2308 jFB Gable End Detail FBC 104.2 CH-16 Front Entry Details - Ext. Ceilings 04.2 / 2308 Porches - Exterior Ceilings FBC 104.2 CH 16 Knee Walls FBC 104.2 / 2308 Butt Glass Detail FBC 104.2 / 2405 Bearing Wall Header FBC 104.2 / 2308.3 Fire Place / Chimney Detail FBC 104.2 CH 28 Window / Door Buck Details FBC 104.2 / 1606 Tie Beam Change in Heights FBC 104.2 / ACI Beam Block -Poured Tie Beam FBC Ch 1,16,21 Lintel Detail FBC Ch 1,16,21 Glass Block Detail FBC 104.2 / 2112 Jr," iV1VAL Truss Plan FBC Ch-l/ 16 Truss Connector Chart Sheathing Sizes & Nailing Detail FBC Ch-23 / APA Conventional Framing Electrical Plan r�we, n,<-r♦ee b«..ro, pm,ccibv of ell bulruoms FBC 104.2 / NEC Electrical Calculations, Riser, etc. NEC WFMCCh6 AC Duct Plan FBC 104.2/ FMC Make -Model &BTU's being usedEnergy Code Plumbing Riser FPC 104.2 Balance Return Air INTERIOR s EgressEBedroom FBC 105.4 Front Door Size (36" x 6'8") FBC T-1004 Bath & Door FBC T-1004 Smoke Detectors FBC / NFPA 72 Attic A"x 36" min.) FBC 2309.6 Stair & Handrail / Guardrail Detail FBC Ch-1 / 1007 Dryer aust FMC 501.3 / 509.3 Exhaust Fan Venting FMC 510.3 / 506.1 1 st Review Date _/_/_ 2nd Review Date _/_/_ Final Review Plans.'Examiner Name Signature u m,nm o.o THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FILE COPY CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS a REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO . COMPLY WITH ALL APPLICABLE CODES 7' 31'8" 14'4 -}-13'0" — 10, BEDROOM4 9'0"FLAT 15110 A$� 13'0" BEDROOM 10 9'0" FLAT '10" 13'4" 2' 4"- -16' 4 COVERED PORCH 9'0" FLAT —17'0" 8' SLDG DR LIVING ROOM CATHEDRAL 16''8" awwl K% 1 t5t(t'A 4'8" 2'9" 3'8" 4'4" 3'8" 2'3" � 7�, n ,rx BREAKFAST AREA 11'8"— luliq 8„-,1;L__ �rN C,FM 1121 KITCHEN ° CATHEDRAL 00 DW 4yl$yb 1cf?A 3, Z Li 4 T ❑PENING Iml t_. 20 0" 1'h 5'6" 2'1 FOY 9 55 DI ING ROO CATHEDRAL 2 92 D 6' 78a A/C W P $34 HD R W a 01 8'8"-6' Z NTRY 5' l F_ I �7,8a—L—f J ' I I (I • —33'4" SCALE 1/4"=1'0" 12'4 W/SHWR I/aIT *UN 4 OPIT3,17a 1" BATH 5 3 1� 9'0" FLAT 4 4R 4 X�X6 2" G1 N f1,.eC�dl 6,4„ W.I.0 9 a�6e 5,9 `L ,jo TABULATION AREA LIVING AREA 1567 SF GARAGE 441 SF FRONT ENTRY 42 SF FIRE SAFETY OPENING TOTAL 2050 SF EGRESS WINDOWS IN SLEEPING ROOM PORCH 122 SF MUST HAVE A MINIMUM CLEAR ❑PENING HEIGHT OF 24" & A MIN NET CLEAR TOTAL 2172 SF WIDTH OF 20", NET CLEAR ❑PENING AREA SHALL HAVE A MIN 5 SQ, FT, ON GROUND FLOOR 5,7 SQ. FT, ABOVE GROUND LEVEL , MAX SILL HEIGHT 44 ABOVE FFE PROTECTION OF OPENINGS: BASED ON FBC SECTI❑N 1606,1,4 I EXTERIOR ❑PENING THAT RECEIVES POSITIVE PRESSURE SHALL BE PROTECTED WITH AN IMPACT RESISTANT COVERING MATERIAL THAT MEETS THE REQUIREMENT OF SSTD12 ASTME1886 AND ASTME1996 OR MIAMI-DADE PA201,202 & 203 NOTE: BLOCK LAYERS / FRAMERS TO CONSULT W/CONTRACTOR FOR ROUGH OPENINGS OF WINDOWS AND DOORS �x� �,IDOOR SCHEDULE JyLbX l�,µ MASTER BEDROOM 9'0" FLAT INTERIOR LOAD BRG WALL ATT C ESS 54" GARAGE 9'5" FLAT r-------------------- ---------- - 16 FT GARAGE. DR, i 1'4" SLEEPIM0 ROOMS PROVIDE AN EdRESS WINDOW WITH A NET CLEAR OP€NING OF 5 SO. FT. FOR GROUND FLOORS, 5.7 SO. FT. FOR UPPER FLOORS. OPENINGS SHALL NUT BE LESS THAN 24'H OR 20'W SILL NOT MORE THAN 44" ABOVE FLOOR. DR # SIZE QUANTITY REMARKS D1 3'0"X6'8"X1 3/4" 1 EXTERIOR DR W/1 SIDE LITES (12") W/EYEBR❑W D2 2'8"X6'8"Xl 3/8" 5 INTERI❑R DR 6 PANEL EXT HARDWOOD I HR FIRERATED D3 2'8"X6'8"X1 3/8" 1 D4 2'8"x6'8"x1 3/4" 2 EXTERIOR DR SOLID WINDOW SCHEDULE CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FILE COPY WIN 4 SIZEWxH ROUGH OP QUANTITY REMARKS 2 52Yax62' W/EYEBROW WE 52x62 52Y2x62'k 2 W/EYEBR❑W W3 3 P MIN 5 SF ❑PENING W4 I 25Yax37Y2 26x38 5 36x62 36%x621A 3 BAY WIND❑W 6 1 25Y2x37'Y2 26x38 1 TEMP GLASSAIBSCURE NOTES Installation Flange Frame Window in Concrete or Masonry Opening ; — When opening employs a 2x4 structural wood buck#10 Wood screws of sufficient length to achieve min 1 3/8 in embedment into wood buck When Opening employs a non-structural qr wood buck min 3/16 in dia, Tapcons of sufficient length to achieve min 1 1/4 in embedment into masonry or concrete Number of anchors calculated not to exceed 24 in on center THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 19 MAYBE NECESSARY IN ORDER TO -" COMPLY WITH ALL APPLICABLE CODES 31'8" ri. 15'10" 54'B"- 42'4" 14'4' ---- —16'4" 712"�' 712" 16'4" -------- -- L--------------------------- -------------------------- 3 I SEC A -A I 17'0" -- �5 REBAR 1AX SPACING 6 FT O.C. SEC A -A 3'B" 4'4" 3'8 " r2,2,/t 2,2,/ W W 2/5' O0 0 I • •IM 3 IN STEP • 6' SLDG DR ,' 4 IN THICK C❑NC(2500 PSI rein ) W/LAYER 6x6 WWM OR FIBERMESH CONCRETE OVER 6 MIL POLY VAPOR BARRIER OVER CLEAN COMPACTED P❑IS❑❑NED FILL FOYER ------------------------ 3 IN STEP 8,8" 6' 5 4/8„ CRQNT ENTRY'i I I I SEE FTG DETAIL 7/B" 12 IN CIRC❑L WITH 4#5 REBARS 3'4" SCALE 1/4"=110" EC AA NTS A/C, HDLR-- 20'8" I I I I I I I I G I4'4" 3'8" f�l 12'4" 12'4" , I I I I I i I D I I I I I SEC D-D d---'+--------- y 41 N a -------------------- 16 FT GARAGE DR. 1' 4" SEC A// 20" 1 3#5 REBARS 24/1- SEC D-D NTS �2' 8" rz 5'4" 9 Q u 4" 4" 12 If COL 4#5 R a c TjE�R�flf�� 11jF�EAY(,lI,MFN�1 R OUIR;E:p 3/0// W.C. 3" TUB TO / DRAINFIELD 18" m 3 m ALL FTR MUST CONSTRUCTED UNDER 16" PERIM F❑❑TER #4 REBARS EA, WAY LAV THESE PLANS AND ALL PROPOSED YJORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT; ": MAY BE NECESSARY IN ORDER COMPLY WITH ALL TO;i; , _�._..._ APPLICABLE CODES COMP 2 " V.T. R�. I DETAIL K.SINK — W.C. 3„ I 2" m CONCEALED FASTENERS OR ATTACHMENTS WASHER ARE THE RESPONSIBILITY OF THE A CONTRACTOR OF RECORD THESE PLANS HAVE SEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 9'0" PLATE --------------- Ild 0' FL - 9'0„ PLATE ----------- _10'9"PLATE_ _\_ AND R4'8" `12•COL 011 5 I•I I•I I•) I•I W I) I•I I•I I•) I•I I•I I•I I•I I•I I!I 0I I!I I!I IRI WIN CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD II�P � FILE COP4 REAR ELEVATION ------ 9'0" PLATE ---------------_-----20N-p1A_TE------ -----, �-- THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS 11 REQUIRED BY FIELD INSPECTORS THAT r MAY BE NECESSARY IN ORDER TO 04 COMPLY 1N1'iH ALL APPLICABLE CODES,L THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, SCALE 1/4"=1'0" t� tmj tmj C a H H 0 3 Two Course of Beam Blk w/1#5 Rebar/Blk Filled w/Conc. 0' FL 6 7/8/, REAR ELEVATION L7T L 7 A 8/4` 7'8" i 8/1// 2<2x12) JOISTS W/ FACF mni]NT HANGFRS 7/8" L2 L ' L2 7/8// -60 L15 Two Course of Bear, Blk w/1#5 Rebar/Blk Filled w/Conc, (U J NA c� J / 7' Two Course of Bean Blk w/1#5 Rebar/Blk Filled w/Conc, W/1/4'x4' TAPCUNS @ 12' U.C. -6" EL FRONT VIEW PRECAST LINTEL TABLE SIDE VIEW LINTELk LENGTH TYPE QUANTITY ALLOWABLE GRAVITY LOAD (LB) APPLIED GRAVITY LOAD(LB) SAFE UPLIFT UPLIFT LOAD (LB) APPLIED UPLIFT LOAB(LB) BEAM COMPOSITE FILLED REMARKS L1 L2 3'6" PRECAST - 5 6282 6252 1465 576 51rS6 519e 400 550 8F16/1B1T 8F16/1B1T Y Y 1#5 REBAR 1#5 REBAR L3 L3A L4 L6 4'6" 4'6" 5'0" PRECAST PRECAST PRECAST PRECAST 1 4 - - - 6222 3086 6200 978 918 1865 1012 650 3455 5256 1956 475 200 8F8/1B Y Y Y 1#5 REBAR 1#5 REBAR 1#5 REBAR 1#5 REBAR L7 " PRECAST 2 6102 5146 350 Y 1#5 REBAR L7A 6'6" PRECAST 1 3028 540 3514 439 8F8/1B Y 1#5 REBAR 1-8 7'6" PRECAST - 6042 3398 Y 1#5 REBAR L10 PRECAST 1 4642 1200 4 88 2800 8F1 /iB1T Y 1#5 REBAR L10A " PRECAST 14442 3888 2goo 8F12/1B1T Y 1#5 REBARS L11 lo,6# PRECAST - 5862 -55gr, - 8E1G/1B1TI Y 1#5 REBAR L12 11'4' PRECAST - 4353 959 -5676 4936 1#5 REBAR Ll 1plo, PRECAST - 5772 - Y 1#5 REBAR L14 1 '4' PRE r. AS T - 2 0 1#5 RE L15 PRESTRESSE 1 3500 59ge Y -1#5 -BAR REBAR CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED 1N1021( 1 ARE SUBJECT TO ANY CORRECTIONS . REQUIRED BY FIELD INSPECTORS THAT.' MAY BE NECESSARY IN ORDER TO , COMPLY WITH ALL APPLICABLE CODES * USE CAST CRETE MATERIAL DESCRIPTION OF 8F16/1B1T BY CAST CRETE W/MIN 3000 PSI TO FORM A CON( HIGH STRENGTH FILLED W/ GROUT QUANTITY OF 5 REBAR @ NORMAL WIDTH OP BLOCK \ �- i 16/I1 B T NORMAL HIGH /QUANTITY OF Lll...tltltl 5 REBAR @ BOTTOM LINTEL ABRAHAM CHABAB P.E. RODRIQUES RESIDENCE A.C. ENGINEERING i HESE PLA4 gVE 5EEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. FILE COPY DESIGNED BY AC DRAWN BY AC TE 5428 NW EDGEWATER AVE PORT ST. LUCIE FL. 34983 Email agchababl®msn.com Ph 772 878-5079/475-6630 Fax 772 785-8291 WALL HEIGHTS , LINTEL & INTERIOR LOAD BEARING WALL DETAILS DATE 5/26/05 SHEET 5 OF10 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO DE 5ET AT 2,-0t ON CENTER EXCEPT AS NOTED tvtvL f Ir-L = rLT I KU�5C5 MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFEr TO ENGINEERING DRAWING TO A DETERMINE IF MULTIPLE PLY, A A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 30' tc 60' Span 0 degrees Spreader Bar or less I T g Line sPari/appro , une— i of ra. Span 2/3 ta_� REFER TO BCSI REFER TO BCSI Truss must be set this way if crane used. Truss must be set this way if crane used. Truss Is an example, ymw base may net mote, This Is an example, truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A AIR HANQr1_EF=ZP, UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. I � I INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 9'-0 ABOVE FINISHED FLOOR INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 10'-9 ABOVE FINISHED FLOOR upset=i/4" hee1=4 1/16" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT VARIES TYPICAL END DETAIL I A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF A Do not stand on trusses until they are braced per BCSI &properly Walled to straps & a": Ik 13' 11 8'-4' 11 12' 1, 45 TRUSS DRAWINGS ARE PART OF LAYOUT 16' - 22' IN LENGTH hangers THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, THESE PLANS AND ALL PROPOSED WORT; ARE SUBJECT TO ANY CORRECTIONS . REQUIRED BY FIELD INSPECTORS THAT .MAYBE NECESSARY IN ORDER TO ; 'COMPLY WITH ALL APPLICABLE CODES CONCEALED FASTENERS OR ATTACHMENT, ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD FILE COPY CONNECTOR SCHEDULE TRUSS MEMB, BEARING POINTS TRUSS MA UPLIFT? LD(LB) I TRUSS MAX GRAVITY LD(LB) CONNECTOR ID CONNECTOR ALLOWABLE UPLIFT LD(LB) NAIL TYPE FASTENERS REMARKS GRA 2 9 2- 1585 9- 1601 2- 2534 9- 2535 SIMP META20 1965 12-10d1(1/2) NAILS TO TRUSS USE DBLE STRAPS GRD 1 9 1- 1044 9- 1160 1- 2014 9- 2286 1-SIMP META20 1450 8-10d1(1/2) NAILS TO TRUSS x 9-SIMP HTS16/16 1260 14-1Od NAILS TO TRUSS 14-10dxllWNAILS TO PLATE )IE USE SIMPSON META18/14 ANCHOR (CONCRETE TO WOOD TRUSS MEMBERS) WITH 8-10dl(1/2)" NAILS EMBEDDED INT❑ 8—IN POURED C❑NC, BOND BEAM -TRUSS MAX UPLIFT : 1234LB CONNECTOR UPLIFT ME1A18/14 1450 B -DIFFERENT ANCHOR IS REQUIRED FOR TRUSS MEMBERS THAT ARE LISTED IN THE TABLE USE SIMPS❑N LTS20 CONNECTOR ( BETWEEN TWO WOOD MEMBERS) WITH 12-10D NAILS TO THE PLATE AND 12-10Dx11/2 NAILS FOR THE TRUSS MEMBERS. -TRUSS MAX UPLIFT ; 425LB CONNECTOR UPLIFT SIMP LTS20' 620 LB -DIFFERENT ANCHOR IS REQUIRED FOR TRUSS MEMBERS THAT ARE LISTED IN THE TABLE DESIGNED BY ABRAHAM CHABAB P.E. — AC RODRIQUES RESIDENCE A.C. ENGINEERING DRAWN BY A 5428 NW EDGEWATER AVE DATE PORT ST. LUCIE FL. 34983 CONNECTOR SCHEDULE 2/15/o5 Email agchababl®msn.com TRUSS LAYOUT Ph 772 878-5079/475-6630 SHEET 6 OF 10 Fax 772 785-8291 Building St. Permit Lucie County Building : Building Department Product Approval Submittal Affidavit Address: Contractor: DEPROINCA INT'L , INC. Opening Schedule for Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows & Skylights: Opening ID Product Model# Manuf. Type Attachment Method Expiration Date Design Pressures W1 TO W6 WINDOWS MILESTONE 1000 FL, EXTRUDERS INC• RAW 1/4'x3(1/4)' TAPCON @17(1/2)' O.C. MIN EMBED, 1(1/4)' 10/23/05 +/- 55 PSF SLOG GLASS D SLDG GLASS DR, C-30 FL, EXTRUDERS INC. " TEMP 6 1/4'x3(1/4)' TAPCON @17(1/2)' ❑.C• MIN EMBED, 10/4)' 10/23/OS +/- 67 PSF Dl&D4 FRONT ENTRY A-525 LANDMARK INC. RATED HURRICANE IMPACT RESISTANT 6-PANEL STEEL 1/4'x3(1/4)' TAPCON @ 13(1/4)' D.C. MIN EMBED. 1(1/4)' 8/05/07 50.00/-53.00 GARAGE DR. GARAGE DR. 75W6 CLOPAY 3/8'x3(1/4)' EMBEDDED SLEEVE ANCHOR BOLT W/WASHER @ 13' D.C. 8/05/05 37/-39 Product Model# Attachment Method Expiration Design Pressures tManuf. TUBEJAM T❑ T BE=#Bx1-1/2' SLF TAP SCREWS FILL ALL HOLESDate Mullions MULLION CLIP TO TUBE=TOP&BTM -3/16' TAPCONS 1(1/4)' MIN EMBED. Roof 3 TAB 6 NAILS SHINGLES 11 ❑R 13 GAUGE C❑RROSION RESISTANT W/(3/8)' HEADS PLACED �)/8' ABOVE TOP OF EACH CUTOUT AND 1' & 12' FROM SIDE OF SHINGLES Siding Soffit A-10053 CAMER❑N USE J CHANNEL W/INNER BATTEN NAILER USE 5/8' NAILER 16' OZ. ASHLEY USE COROSI❑N RESISTANT NAILS 1(1/2)' @ 12' ❑ C Hurricane 24 GAGE FMADDEN TRACK TEXTR❑N PANELMATE 3-1/2' ATTACHED W/ 1/4'x2.5' BOLTS @ 13' ❑.C, Panels STEEL MANUF, PANEL -ATTACHED WITH 1/4' S,S, MACHINE BOLT & WINGNUT @ 6' D.C. I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of Record) NAME : ABRAHAM CHABAB P.E. SIGNATURE: CERTIIFICATION NUMBER 47165 DATE 7/06 5/05 10/05/05 +30/-45 +51,4/-34,4 +/- 50 PSF CONCRETE HORZ, JAMB NO LOAD 2x6 PT VERTICAL JAMH ATTACHED T 3000 PSI CON (• WIND LOCK CONNECTION ! TO VERTICCAL JAMB 3/8' BOLT WITH MIN ='! 2' EMBEDMENT @ 12' ,. N d 3/8'x1(3/4)' MIN EMBEDDED SLEEVE ANCHOR BOLT W/WASHER 2x6 PT TTACHED TO 3/8'x1(3/4)' MIN EMBEDDED VERTICAL JAMB SLEEVE ANCHOR BOLT W/WASHER i 3000 PSI CONC. GARAGE DOOR ANCHORAGE DETAIL_ NTS LATCH JAMB WIDTH -' DOOR ANCHORAGE DTS HINGE JAMB ❑❑R INGES JURISDICTION: ST. LUCIE COUNTY , FLORIDA CODE: FBC 2001 PROJECT ADDRESS PROJECT NAME ARCHITECT/ENGINEER ABRAHAM CHABAB P.E. TYPE OF C❑NSTRCUTI❑N CBS X FRAME BUILDING DESIGNED ; ENCLOSED X OPEN - WIND SPEED(3 SECOND GUST) + 130 MPH— X EXPOSURE 113 INTERNAL PRESSURE COEFFICIENT 0-18 PARTIALLY ENCLOSED 140 MPH IMPORTANCE FACTOR ; 1 BUILDING CATEGORY ; 2 (1,2,3 ❑R 4) MEAN BUILDING HEIGHT 16 FT OVERHANG 2 FT ROOF PITCH 5 /12 COMPONENTS & CLADDING WIND PRESSURES —X R❑❑F DEAD LOAD 20 PSF (SHINGLES) PSF(TILES) FRAMED FLOOR LIVE LOAD _ 0 PSF DEAD LOAD --a— PSF SHUTTERS YES X NO IMPACT RESISTANT ASSEMBLY YES X THESEP�NS�T � ARANV CORRECT 0�,1,", E SUBJE SQUIRED QUI BE NECESSARY IN ORDERTD MA `COMPLY WITH, AlL APPLICARI-E CODES:'; GLASS AREA WIND❑W TE 4IN FROM `CORNER TYP 1x6 WOOD BUCK 1/4'x3(1/4)' FLAT HEAD TAPCON @ 17(1/2)' O.C. MAX m CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS r '; EFEN REVIEWED IN ACCORDANCE WITH THE FLORIDA DUILDING CODE, 4)' FLAT HEAD � 17(1/2)' ❑,C. 1AX lx6 7D BUCK ❑H ELECT SERVICE 3 #3/0 (THW) CU & 1#4 GRD (THW) CU IN 2' GALV. COND, ELECTRIC METER #2CU GROUND TO TO FTG STEEL & DRIVEN GROUND PROVIDED ELECTRIC SMOKE. DETECTORS WITH SATTERY BACK • UP IN ALL 6LG1PING AREAS AND STAIR LANDINGS WIRED SO THAT THL ACTIVATION OF ANY DBTECTOA WILL ACTIVAft ALL• 3 #3/0 (THW) CU & 1#4 GRD (THW) CU IN 2' GALV, C❑ND, PANEL 200 AMPS NOTE ALL WIRES ARE COPPER 5/8'x10' LONG GRD ROD ELECTRICAL RISER DIAGRAM NTS ELECTRICAL LOAD CALCULATIONS 1696 SF @ 3,0 VA 5088 VA A/C HEAT 5000 VA RECEPTACLES 2 @180 VA 39rno VA WASHER 1200 VA DRYER 5500 VA WH 4500 VA POOL PUMP 2500 VA RANGE 5500 VA IRRIGATI❑N 2000 vA REF, 1000 VA MISC 1500 VA TOTAL 37748 VA LOAD IN AMPERAGE 37748 VA/208 = 182 AMPS USE 200 AMPS SERVICE CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD SCALE 1/4'1=1,0" Titcaspoome OUTLetS ARE RE PROTECTED po2) NEC IRED ELECTRICAL LEGEND SYMBOL DESCRIPTION DUPLEX OUTLET (GROUNDED TYPE) [� EWP WEATHER PROOF DUPLEX OUTLET WALL SWITCH CONTROLLED DUPLEX OUTLET ABOVE COUNTER LOCATION ® FLUSH FLOOR WALL SWITCH CONTROLLED DUPLEX OUTLET (OWNER VERIFY LOCATION) ® 220 VOLT OUTLET OR CONNECTION G) TELEVISION CABLE OUTLET Q TELEPHONE OUTLET LOCATION © DOOR CHIME LOCATION ® 120 VOLT JUNCTION BOX SINGLE POLE WALL SWITCH 3-WRY WALL SWITCH CEILING MOUNTED LIGHT FIXTURE WALL BRACKET MOUNTED LIGHT FIXTURE SUSPENDED CEILING MOUNTED LIGHT FIXTURE RECESSED DIRECTIONAL CEILING LIGHT FIXTURE ® RECESSED CEILING LIGHT FIXTURE RECESSED LIGHT FOR WET AREA ONE TUBE UNDER COUNTER FLUORESCENT LIGHT aD EXTERIOR CAST ALUMINUM FLOOD LIGHTS ® CEILING MOUNTED FAN - EXHAUST CEILING MOUNTED FAN AND HEATER L PORCELAIN LAMPHOLDER ® DOOR BELL BUTTON QS➢ SMOKE DETECTOR CEILING MOUNTED FAN LIGHT AND HEATER ® CEILING MOUNTED FAN - PADDLE ® PRE -WIRE GARAGE DOOR OPENER V CHANDELIER ELECTRICAL NOTES: —All electrical installation shall be in accordance with the requirement of the N.E.C. (NFPA No 70 as amended and all local & state codes in force at the time of construction,) —Ground system in accordance with article 250 N.E.C. —System voltage shall be 120/240 Volts single phase UON. —Panelboards and local centers shall be square D, ITE . —All conductors and materials shall be UL approved . —Provide a written directory attached to each panelboard. —Permits are required and it is the reponsibility of the contractor All contractors shall be licensed and hold occupational license in the county where the work occurs. THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS .REQUIRED BY FIELD INSPECTORS THAT ,MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES.' CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS ;REQUIRED BY FIELD INSPECTORS THAT It MAYBE NECESSARY IN ORDER TO _<d `.COMPLY WITH ALL APPLICABLE CODES.! FILE COPY GROUTED CELL dill DOWEL LAPPED W/WALL REINF, ALL LAPS MIN oW 30' 1#5 CORNER BAR BOND BEAM ILLED CELLS EACH CELL )' MIN V ER VERT. REINF, IN GROUTED CELL MIN CLEANOUT REWD LAP FOR GROUT LIFT 6' MIN _EMBEDMENT rnk/rD FOOTING STD HOOK REQ'D @ EACH END OF SHEARWALLS OR SHEARWALL SEGMENTS ONE STORY CBS WALL I I I I I I I I I I I I I I I I1#5 DOWEL IN CORNER 1 i I L------I---------- L----- CONTINUITY OF FOOTING REINFORCEMENT i BLOCKING ALL TRUSSES Bottom at eact spacing SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING (LBs) BOTTOM CHORD DIAGONAL BRACE SPACING (DBs) #TRUSSES P/DF UP TO 32' 4/12 151 201 I/12 0 7 2 1 ' OVR 60' SEE A PROFESSIONAL F DF 1 DOUGLAS FIR -LARCH SP I SOUTHERN PINE HF 1 HEM -FIR SPFi SPRUCE -PINE -FIR lateral braces Iped atleast 2 trusses WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings WEB MEMBER PLANE 7/8' STUCCO ON PAPER BACKED WIKE LAIN ON 1/2' COX BOARD NAILED AS PER STE NOTES SOQ90N MrrA20 • 24" O.C. FROM GABLE END TRUSS TO CONCRETE BLOCK , NAILED -� W/7-t Odxl(l/z) NAILS 7/0- STUCCO ON PAPER BACKED WIRE LATH ON 1/2" COX BOARD NAILED AS PER M. NOTES SIMPSON META20 6 24" O.C. FROM GABLE END TRUSS TO CONCRETE BLOCK , NAILED W/7-I0dxl(1/2) NAILS ntinuous s specified lineering I ONE 7!" BRACE 41 THE PEAK 4 4a" ON CENTER OTHERWISE UNTIL THE GABLE VERTICAL IS 48" OR LESS IN LENGTH. NAIL USING (2) lad NABS 41 BACH INTERSECTED MEMBER. 1) ALL BRACING AND BLOCKING lar.Iv. BE AA''2 OR BETTER HEM FIR 2) WHERE "C BRACE Ill REQUIRED , TNB t. BRACE SHALL BE NAILED TO TIB STUD WITH lad COMMONS • 4' ON CENTER 3) IHIERE "T' BRACE IS REQUIRED , THE "T' BRACE SHALL BE NAILED TO THE DIAGONAL " lad COMMONS W S" ON CENTER NTS 2x4 OUTLODRERS • 24" O.C. FASTEN TO CABLE END TRUSS WITH-SIMPSON- H4(300BUPLDT) V) , [ PRE-ENG WD \ TRUSSES 24' O.C. ONE "r BRACE • THE PEAK & "' ON CENTER GTI$NOGRE UNTIL THE GABLE VERTICAL 19 48' OR T IN LENGTH. NAIL USING (2) lad NAIIS a EACH INTERSECTED MEMBER. 1) ALL BRACING AND BLACKING SHALL BE /2 OR BETTER HEM FIR 2) WHERE "L' BRACE IS REQUIRED , THE nL' BRACE SHALL BE NAILED TO THE STUD WITH lad COMMONS a 4' ON CENTER 3) WIBRE "r" BRACE IS REQUI HO . THE 'T' BRACE 9s LL BE NAILED TO THE DLACONAL WITH lad COMMONS • a" ON CENTER Cross bracing repeated at each and of the building and at 20' intervals GENERAL NOTES: 1-The contractor shall provide all labor ,materials, connectors , supplies and shall perform all operation for the complete and total installation of all construction work shown and or implied on the drawings including but not limited to the following any appliance and/or if called for in detail , without additional coat to the owner. 2-The contractor shall verify dimensions and job conditions prior to submitting bids and report to the engineer any discrepancies and/or omissions which would interfere with the satisfactory completion of the work , as detailed on the drawings and or specified herein. 3-Drawings are not to be scaled for accuracy of placement or location due the nature of reproduction process. Improper placement shall be the responsibility of the contractor to repair. 4-All work shall be of sound construction, consistent with the best building practices of the individual trade. 5-All materials shall be new and unused (unless otherwise noted for relocation or installation) All defective materials furnished and/or installed by the contractor shall be removed and replaced at the contractors expense without delay of work. 6-All materials or equipment utilized on the job shall comply with the requirement of the latest edition of the APPROVED Local Building Code , The National Electrical and Plumbing Codes Disability Act , Florida Access Code and all Local Codes and Ordinances as may apply to any portion of the work . 7-The contractor shall remove any debris as It accumulates and shall not allow discarded materials to accumulate. Each Sub -contractor shall be responsible to police their area of work and pick up their discarded materials and waste . 6-All necessary inspection certificates , permits and licenses as may be required are to be obtained at the contractor's expense . PLUMBING NOTES: -The work shall comply with all Federal, State, County and Local Law Regulations and Ordinances affecting the work , to include "The Standard Building Code' ,The Standard Plumbing Code", "The Standard Mechanical Code" and all Local & State Codes In force at the time of construction. -Make all connections to existing water and sewer utilities as may be required, modify the existing utilities as may be required to make the necessary connection. -Provide all excavation and backfilling as required lay underground piping only on tampered well connected soil -fill to meet required compaction. -Water piping, fittings and connection shall be type "X' copper tubing below grade and type 1" above grade . -Insulate all hot water piping with ARMAFLEX II 1 inch minimum thickness. -Potable water system shall be soldered with "NO LEAD' solder. -Clean and flush all piping and fixtures . -Sterilize all potable water piping systems to meet AWWA C160-54 and flush test all systems . -Test all systems , test water piping to 150 PSI with valves full open. -Test DWV piping to 10 feet water head . CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD FILE COPY THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT] MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. THESE PLANO HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, INDIVIDUAL SHEATHING ad NAILS 8 6' O.C. I I I I /ij TTACHE➢ TO THREE 2 ALL PANEL EDGES I I I I / ��// TRUSSES MIN. UNLESS OTHERWIS NOTED (USE MOST STRENUOUS) I 1 2x4 SPRUCE OR I I I I TTER BLOCKING 11 I I I R RI➢GE TYP. Bd NAILS 2 6' O.C. PANEL EDGES AT BLOCKING (TYP.) II II /�i —____ ----- - — — — — — -- 2x4 SPRUCE OR BETTER BLOCKING ad NAILS 2 aaaamj j//i IRST OFLAT RS EERTICO ATHIN g INTERIOR OF PANEL &, I // (INTERMEDIATE UNLESS ___ SPACES (TYP) OTHERWISE NOTED //P __--_-_ -- - 5/e' METAL CLIPS USE MOST STRENUOUS) / !/� ----- __—_ ----- CAN BE USED IN LIEU OF 2x4 n!/ BLOCKING NOT —ALL NAILS TO BE COMMON —ALL STRUCTURAL SHEATHING NAILS MIN. PANELS TO BE 5/8' MIN —IF BUILDING EXCEEDS THICKNESS 40' OR HEIGHT IS MORE THAN 2 STORIES USE 10d INSTEAD OF Bd FOR ATTACHMENT OF ROOF SHEATHING HIP ROOF SHEATHING LAYOUT & ENDWALL ROOF BRACING GENERAL NOTES: I 1. Construction shall follow Standard Building Code as adopted by the County or City in which the building is to be constructed with all applicable amendments. 2. The Contractor , Subcontractor , Supplier , Etc shall verify all dimensions , conditions at the jobsite plans and Specifications. 3. All written dimensions on these drawings take precedence over scaled dimensions 4. Structural features not detailed on these plans will be addressed by the engineer as construction progresses. STRUCTURAL NOTES: 1. Design Loads: Roof (DL+LL)= 50 PSF Wind Velocity= MPH Supporting Structure (Fastest Mile) 130 2. Soil Bearing Capacity 2500 PSF 3. All Structure Concrete and Grout shall have a minimum compressive strenght of 3000 PSI at 28 days . 4. Slab/Footings to be concrete with minimum compressive strenght of 2500 PSI at 28 days . See plans for size and steel requirements. 5. Minimum Concrete protection for reinforcement Bars: Beams: 1 1/2 " Footings: 3" 6. Lap all reinforcing Steel a minimum of 48 bar diameters. 7. All Standard Lumber shall be SPF , or stud grade with minimum Fb=1200 PSI or better. 8. All lumber in contact with concrete or masonry shall be Pressure Treated. 9. Splitting or cracking of structural components due to installation of hardware is not permitted. 10. Unless otherwise noted , the installation of specified hardware shall conform to the manufacturers instructions and standards. 11. Bearings points of headers, girders and beams shall have vertical supports sufficient to support loads and shall be properly anchored for uplift as will be noted. 12. Attach window Bucks with (3) 3/16"x3 1/4" (2 1/4") embedment lag screws equally spaced. 12a Window* !Use#8 sheet ffietal er wood sere s with ' ineh Aerlet-+a.4;_n into the framing _4".a PILLee first serews earner', 3" frefa end Fin . De not exeeed 24" 13. Shingle Tas4e^iia Four P.afled are required They - "' a e - the teg of each eutout and 1" aid-12" from. a of L. the _- gl Nailsatre to be }1 Al 12-6an6- ee restan resistant 8d 14. Roof Sheathing to be nailed with -- gale. nails or @qua-1, 6" O.C. 15. Unless otherwise noted for exterior walls, exterior plywood sheathing and interior drywalls is to be nailed with led nails or better , 6" O.C. edges and 8" O.C. Filled . Drywall screws 1.5" long and .131" in diameter. 16. For ridge vent installation block with 2x4 #2 HIP or better betwMen top chords or trusses along the edge of plywood directly below the vent. 17. For Frame Segment to masonry segment connections use PT vertical secured to masonry with 3/16" dia. lag screws 3/4" embedment to 3000# concrete min 18" O.C. 18. WALLS: The double top plate (butt splices) shall resist 4000lb/splice -All wall top plates shall be lapped a min. of 24"0 splices w/ 7-16d nails min. lap center 1/3 of wall shall be 4' w/9-16d nails. 19. At Gable, provide 2x4 full blocking to the trusses for the first two truss spacing, spaced at 4' O.C. nailing shall be 4" O.C. at first truss. 20. Apply Plywood roof sheathing face grain perpendicular to supports. 21. All roof covering shall be applied per manufacturers recommendations or per FBC and local codes whichever is more strenuous. CERTIFICATION SIGNING AND SEALING OF PLAN BY ENGINEER IS FOR REVIEW OF COMPLIANCE WITH CHAPTER 16 OF 2001 EDITION OF (FBC) FLORIDA BUILDING CODE (AS APPLICABLE ) FOR THE SPECIFIC RESIDENCE AND ONLY VALID IF IT BEARS THE SIGNATURE DATE AND RAISED EMBOSSED SEAL OF THE DEISGN ENGINEER . THE ENGINEER DOES NOT ACCEPT TOTAL RESPONSIBILITY FOR ALL DESIGN/SPECIFICATIONS RELATIVE TO THIS ENTIRE STRUCTURE AND SPECIFIC SITE LOCATION INCLUDING BUT NOT LIMITED TO ELECTRICAL, PLUMBING, HVAC, SURVEY INSPECTIONS, ENERGY CODE , GRAVITY LOADS AND SO FORTH UNLESS OTHERWISE REFLECTED OR INDICATED ON THE PLAN MATERIALS/COMPONENTS GENERALLY CONSIDERED AS MANUFACTURED OR PREFABRICATED ARE NOT A PART OF THE ENGINEERS CERTIFAICATION . MATERIAL APPROVALS SUCH AS BUT NOT LIMITED TO TRUSSES, TRUSS OVERHANGS, HEADERS, WINDOWS, GARAGE DOORS , LINTELS , WINDOWS GLAZING , HURRICANE ANCHORS ALUMINUM SOFFITS/FASCIA, DOORS, SLIDING AND FRENCH DOORS ARE NOT PART OF THE ENGINEER'S CERTIFICATION AND SHALL BE APPROVED BY THE MANUFACTURER OR VENDOR WHEN REQUIRED BY LOCAL BUILDING CODE. .\ FINAL DESIGN OF PLUMBING, ELECTRICAL AND HVAC DESIGN THAT MAY`P BE REFLECTED ON PLANS SHALL BE THE RESPONSIBILITY OF OTHERS AND SHALL BE INSTALLED BY THE APPROPRIATE SPECIALTY CONTRACTORS THESE CONTRACTORS ACCEPT RESPONSIBILITY FOR FINAL DESIGN AND CONSTRUCTION UNLESS OTHERWISE NOTED. -' VERIFICATION OF ALL DIMENSIONS BEFORE ORDERING MATERIALS AND START CONSTRUCTION IS THE RESPONSIBILITY OF THE APPLICABLE CONTRACTOR OR OWNER. ANY DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF BUILDING DESIGNER AND ANY CHANGES THAT WILL BE MADE ON SITE. ABRAHAM CHABAB P.E. Q RODRIQUES RESIDENCE A.C. ENGINEERING DESIGNED BY I REVISIONS JDATE AC DRAWN BY AC TYPICAL NTS ALTERNATE [�;Ait 5428 NW EDGEWATER AVE PORT ST. LUCIE FL. 34983 Email agehababl®msn.com Ph 772 878-5079/475-6630 Fax 772 785-8291 DETAIL PLAN DATE 5/26/05 SHEET 10 OF 10 FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the trusses will be installed is: A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO A DETERMINE IF MULTIPLE PLY. n! DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 30' to 60' Span 0 degrees Spree er Bar or less Tdg Line sPon / approx. REFER TO BCSI Truss must be set this way If crane used. T,use le a1 example, your base may not match. Insist crane operator sets truss this way. (Tog —Approx 2/3 to—� Line 1/2 of Span REFER TO BCSI ass must be set this way If crane used. This Is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A AIR "P0 " III=> I F=FZ IVOTI= UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. SEAT PLATES BY CHAMBERS U REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 for 20 U46 for 42 EXCEPT AS SHOWN CARRIED TRUSS CARRIER TRUSS HANGER ID ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 16' - 22' IN LENGTH A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers MTS16 strop (or equal) over Top Chord and under Bottom Chord I with 10dxl.5 nails: 7 nails In Cartier Jack; 7 In Hip Carrier Double straps for 5' Jacks —I\ russ to Truss i-onnection: consist of hangers to resist gravity loads only. No bolts, nails or tie downs will b@ supplied by CARRIER Trusses beginning "JU" and other unsupported truss should be Installer IMPORTANT NOTES: 1)ALL BEAMS ARE BY THE BUILDER. 2)PLEASE VERIFY ALL CEILINGS,,, WALL HEIGHTS AND DIMENSIONS. a INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 9'-0 ABOVE FINISHED FLOOR INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 10'-9 ABOVE FINISHED FLOOR 12 5.00 co — 12 2.50 upset=1/4" hee1=41/16" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT VARIES TYPICAL END DETAIL I f� 0 —R11 A' —A" FILE COPY THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES.'' CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, IE r i The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this layout, which is the sole authority for determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. 4. The undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer Is responsible for additional delivery expenses if Chambers Truss has to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is responsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are,made in this layout. A $50 per hour fee for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable attorney's fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the recipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per "'National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/TPIANTCA 4 - 2002" A spreader bar may be required per' BCSI 1-03" do prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do sn can result in roof collapse. Temporary and permanent bracing s.re required and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. r: DO NOT SET TRUSSES USING THIS LAYOUT ,,, { USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 00000 4�L Ahhb.- 3105 Oleander Avenue Fort Pierce, Florida 34982-6423 800-551-5932 Fort Pierce 772-465-2012 Fax 772-465-8711 Vero Beach 772-569-2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM HboCToRMs,covmAy.Ooc o1ffiiM 72.8/81.7_42 MITEK 4.2 DESIGN CRITERIA PER CIODE NGIDESIGN SUCH A3 BCR1646 UCIBLE County INDIAN RIVER Building Department INDIAN RIVER COUNTY Wind Design Criteria ASCE 7-98 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 0 Bottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 Wind Speed 140mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 15'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category B:URBAN/SUBURBAN Miles from Ocean 5 Conforms to Florida Building Code 2001 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. t" Chambers Truss Inc. Drawing Name: 62833 ` Oz Scale: 1 /4 = 1' g> 113 total trusses, 45 different trusses. _ MI 4: RJW ACAD: RJW Reviewed By: l✓ Date: 03/31 /05 A FOR�rrtJ ��uys y oln Ld z� e-.o l rxcm s 2t'C DESCRIPTION: RoariSueS d-o-'Ve-C ,s r� s<' Sf7V6 PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE LEGAL DESCRIPTION: ALL OF LOT 5, BLOCK 66, INDIAN RIVER ESTATES UNIT 8, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 73 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. BARTOW STREET _ t- (50.00' WIDE RIGHT-OF-WAY) FOUND PK NAIL IN ALUMINUM WASHER IN CUT OUT (POINT OF INTERSECTION) d � vv o� orn C3 of i.i.. vv- W W co O N ?i 3 O N^ F o rn w z_ O" a O�� pZ of 0Q 0 00 O m Go 0 o m m Op U (nZ�O'' N.. �_ 3N O a z0 N N $z SET PK NAIL IN DISK I N BOUNDARY SURVEY FORMBOARD SURVEY y 'n o ¢ 3 d' Irmo z� Nw Mamz d J J 3 z O No KO ~ ZLJ O^ d N �m0U J r= �6 WZ�-uu 11 o� ,to Z<� n ra w ton 2N O=a U~O OFO(I �3m i U Wa wo It VO[L O NO w o ROLLINS PLS 4945 m / L125 o0SITE BENCHMARK ONE ELEVATION = 18.13 �j,9 S 90'00'00" E (P) 0' (P)S 89'58'53" E (M) 4' (M) N N o 00 10.00' WIDE SIDE o _ BUILDING SETBACK LINE — — — — — — — — — — — — — — — — — — r 46.78' 0/S 2^ (L 31.67' I z Q co Y >� O0) \ 00 I n a �� I m �O coN Z 000 0a0 I M 7.03' Y I En M N L 2 CD IL Z� I o <UJ OLO�WW � C9�m00 w 0 U_ NO Oo o C-j O CD N o 0 v 00 1 Q mZz v SET PK NAIL IN DISK ROLLINS PLS 4945 0� ^1• SITE BENCHMARK TWO ELEVATION = 18.22 \ I Z 0� Igo F Ln I�0 v \ �Ao 2.40' m m W 3 26.20' 0/S 20.67' '�• o " 0N a o- I� m 0 0 I N O M 0o O I fv Z Z 26.23' O/S 48.33' L---- — — — — — — — — — — — - J 0 10.00' WIDE SIDE N N N o BUILDING SETBACK LINE N o amp ?i Do O Cn z z �O ONN J O n0 o co 0_\% N O O iA OOi a00 O oa O jU zzp M 3 S 89'59'55" W (M)` 125.29' N 90'00'00" W (P) 25.00' ELEVATIONS BASED ON N.G.V.D. OF 1929 AND SHOWN THUS FLOOD ELEVATION INFORMATION MAP NUMBER 12111CO281 G DATE OF FIRM NOV. 4, 1992 COMMUNITY NUMBER 120285 PANEL 0281 BASE FLOOD ELEVATION 17.0 SUFFIX G LOWEST FLOOR ELEVATION FIRM ZONE AH HIGHEST ADJACENT GRADE ADDENDUM FIELD BOOK PAGE DATE BY CHECKED BOUNDARY SURVEY E.F.B. 07/20/2005 R.E.R.. R.E.R. TOP09RAPHIC SURVEY E.F.B. 07/20/2005 R.E.R. R.E.R. C.L.S. 07/20/2005 R.E.R. R.E.R. FORMSOARD SURVEY E.F.B. 03/17/2006 J.W.P. R.E.R. .F O F cqo 0 p �O co ZO'� F O k y w 3� w P-- N � ZO 0 0 men, N \ ^� )o o ow z ,n a O Op O \ BENCHMARK REFERENCE: FOUND 1/2" COPPER ROD IN CONCRETE MONUMENT WITH BRASS ACCESS PANEL V-403 LOCATED 27.2 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF U.S. HIGHWAY NUMBER ONE AND 41.0 FEET SOUTH OF THE EXTENDED CENTERLINE OF EASY STREET. BENCHMARK IS V 403 1991 AND THE ELEVATION IS 13.356 NORTH AMERICAN VERTICAL DATUM OF 1988. ADDED 1.475 FEET TO CONVERT TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 ELEVATION = 14.831 w U z z z J z _ U _ O ._ �a rn0 r-00 a) 0 00 00 U) to N O N 0 C4 LEGEND: O = SET 5/8' IRON REBAR WITH CAP ROLLINS P.L.S. NUMBER 4945 • = SET PK NAIL IN DISK ROLLINS P.L.S. NUMBER 4945 Qo = MANHOLE ® = CATCH BASIN = FIRE HYDRANT = WATER METER = WOOD POWER POLE = CONCRETE POWER POLE = ANCHOR AND GUY WIRE — • • — = OVERHEAD WIRES —�I— = NOT TO SCALE X — = FENCELINE 0 GRAPHIC SCALE (INS') 1 inch a ZO Yt 3171 SOUTHWEST MN ARBOR ROAD PORT ST. LUCIE, FLORIDA 34953 772-873-4700 ABBREVIATIONS: A/C = AIR CONDITIONER C) = CALCULATED C.F.T.) = CALCULATED FROM TRAVERSE = CENTERLINE C.B.S. = CONCRETE BLOCK STRUCTURE C.L.S. = CONSTRUCTION LAYOUT SURVEY E/P = EDGE OF PAVEMENT E.O.W. = EDGE OF WATER EL. = ELEVATION FIRM = FLOOD INSURANCE RATE MAPS FND. = FOUND (M) = MEASURED N.G.V.D. 1929 = NATIONAL GEODETIC VERTICAL DATUM OF 1929. N.T.S. = NOT TO SCALE O/S = OFFSET P.C.P. = PERMANENT CONTROL POINT (P) = PLAT P.O.B. = POINT OF BEGINNING P.R.M. = PERMANENT REFERENCE MONUMENT (R) = RECORD P.C. = POINT OF CURVATURE P.I. = POINT OF INTERSECTION S/W = SIDEWALK T.O.S. = TOE OF SLOPE T.O.B. = TOP OF BANK NOTE: THE BEARINGS ARE BASED ON THE CENTERLINE OF SEAGRAPE DRIVE ACCORDING TO THE PLAT OF INDIAN RIVER ESTATES UNIT 8. (SEE LEGAL DESCRIPTION) WHICH BEARS NORTH 00'00'00" EAST. CERTIFICATIONS AS PROVIDED AND WORDED BY CLIENT CERTIFY TO: 1) ALBERTINO AND ADELAIDE RODRIQUEZ NOTES: I HEREBY CERTIFY THAT THE SURVEY 1) LANDS SHOWN HEREON WERE NOT ABSTRACTED SHOWN HEREON COMPLIES WITH MINIMUM FOR EASEMENTS, OWNERSHIP AND/OR RIGHT- TECHNICAL STANDARDS FOR SURVEYS AS -OF-WAYS OF RECORD. CONTAINED IN CHAPTER 61G17-6, FLORIDA 2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS ADMINISTRATIVE CODE, PURSUANT TO WERE LOCATED EXCEPT AS NOTED. SECTION 472.027, FLORIDA STATUTES. 3) LEGAL DESCRIPTION AS SUPPLIED BY CLIENT. 4 BUILDING TIES ARE 90' OR RADIAL TO THE PROPERTY LINE. 5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT UNLESS OTHERWISE NOTED. / /)� l /J D� O Z{�IP ✓'t/I/v ROLAND E. RC' �LLINS DATE OF IGN URE DATE OF LAST FIELD WORK: 03/17/2006 PROFESSIONAL LAND SURVEYOR PLOT DATE AND TIME: 03/17/2006 2:45 PM EST FLORIDA REGISTRATION NUMBER 4945 LOT SQUARE FOOTAGE: 0.230± ACRE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. SCALE: 1" = 20' JOB NUMBER: R50602FB s LEGAL DESCRIPTION: ALL OF LOT 5, BLOCK 66, INDIAN RIVER ESTATES UNIT 8, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 73 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. (_ BARTOW STREET FOUND PK NAIL IN L (50.00' WIDE RIGHT-OF-WAY) ALUMINUM WASHER IN CUT OUT (POINT OF INTERSECTION)�.� Ovv I o 't 0 0) 6 coo MM 4_�v �3 O 0 00 0 0 SET PK NAIL IN DISK ROLLINS PLS 4945 SITE BENCHMARK ONE ELEVATION = 18.13 r. a Lij 0i >� 0 mh LiJ CD Z_v� of o W w V m O R 0 O 0 , o n c0 (n O m z ;z SET PK NAIL IN DISK �b ROLLINS PLS 4945 SITE BENCHMARK TWO ELEVATION = 18.22 vv_ W w 00 0 0 04 O N, ¢� 00 o O Z 0m_ go 0) 00 0 cnzo �� M a zU O� % 3 1 EL M 00 z 000 0000 w a 0 v v 0 w 3 26.20' O/S w 5 O 00 N, N O o O O 0 z z 26.23' O/S BOUNDARY SURVEY FORMBOARD SURVEY U Z cn Z w NO ZO �N� V) KO)Z J N ZZ 0_J �� 3z O�cNU z oWICf O XR z� , 0 =5z0z = J w- = U q U J o� 0_ �m Wi xW x 3v7 �� TO (7N Za � Sao 0 x 0o O wtn x- OSOw. OHom 0rp z Na NZp w� aU Ld 0a. o3Mo iv NJ w wLLoo Z�Om 0 ci S 90"00'00" E (P) L12: (P)S 89'58'53" E (M) (M) cn N N o 10.00' WIDE SIDE o BUILDING SETBACK LINE r — — — — — 45.78' O/S r•.. 31.67' w z 0_ v a co ¢ I- O 7.03' N rn0 M I.- ``'' i I I 00 M o OU JU I�� N a J m m d 2,4 S0 'S 20.67' m a`v rOj O n 7 00 ,.nw�ss•:- o O O N N OO 48.33' V) 1n L---- — — — — — — — — -I 'o� 10.00' WIDE SIDE N N w N o BUILDING SETBACK LINE N o 1-1 S 89'59'55" W (MY 125.29' (M) N 90'00'00" W (P) 25.00' (P) P N it w F( a0 N ILM v a CD ? tiF o 0 OtiF\ p z -I' �v 3 3 a^0 coK z Z F— N j¢� _``L' o J O(V N wo Z" of O N7 ^ 0 Lo No w d 00 o \ O 01 - T 00 00 zzp 00 jv OwF \f�S \ 7 . \ ELEVATIONS BASED ON N.G.V.D. OF 1929 AND SHOWN THUS BENCHMARK REFERENCE: FOUND 1/2" COPPER ROD IN CONCRETE LEGEND: (. = SET 5/8" IRON REBAR WITH FLOOD ELEVATION INFORMATION MONUMENT WITH BRASS ACCESS PANEL V-403 MAP NUMBER... 12111CO281 G DATE OF FIRM NOV. 4, 1992 LOCATED 27.2 FEET WEST OF THE CENTERLINE • CAP NAILLINS P.L.S. NUMBER 4945 = SET K NAIL IN DISK ROLLINS OF THE SOUTHBOUND LANES OF U.S. HIGHWAY COMMUNITY NUMBER 120285 PANEL o281 NUMBER ONE AND 41.0 FEET SOUTH OF THE P.L.S. . NUMBER 4945 BASE FLOOD ELEVATION 17.0 SUFFIX G EXTENDED CENTERLINE OF EASY STREET. (D = MANHOLE BENCHMARK IS V 403 1991 AND THE = CATCH BASIN LOWEST FLOOR ELEVATION FIRM ZONE AH ELEVATION IS 13.356 NORTH AMERICAN VERTICAL HIGHEST ADJACENT GRADE DATUM OF 1988. ADDED 1.475 FEET TO - - =FIRE HYDRANT CONVERT TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 ELEVATION = 14.831 — • • — --��- — X — = WATER METER = WOOD POWER POLE = CONCRETE POWER POLE = ANCHOR AND GUY WIRE = OVERHEAD WIRES = NOT TO SCALE = FENCELINE ADDENDUM FIELD BOOK PAGE DATE BY CHECKED BOUNDARY SURVEY E.F.B. 07/20/2005 R.E.R. R.E.R. TOPOGRAPHIC SURVEY E.F.B. 07/20/2005 R.E.R. R.E.R. C.L.S. 07/20/2005 R.E.R. R.E.R. FORMBOARD SURVEY E.F.B. 03/17/2006 J.W.P. R.E.R. GRAPHIC SCALE ( 1N FS69' ) 1 Inch - 20 R 772-873-4700 ABBREVIATIONS: A/C = AIR CONDITIONER C) = CALCULATED C.F.T.) = CALCULATED FROM TRAVERSE = CENTERLINE C.B.S. = CONCRETE BLOCK STRUCTURE C.L.S. = CONSTRUCTION LAYOUT SURVEY E/P = EDGE OF PAVEMENT E.O.W. = EDGE OF WATER EL. = ELEVATION FIRM = FLOOD INSURANCE RATE MAPS FIND. = FOUND (M) = MEASURED N.G.V.D. 1929 = NATIONAL GEODETIC VERTICAL DATUM OF 1929. N.T.S. = NOT TO SCALE O/S - OFFSET P.C.P. = PERMANENT CONTROL POINT (P) = PLAT P.O.B. = POINT OF BEGINNING P.R.M. = PERMANENT REFERENCE MONUMENT (R) = RECORD P.C. = POINT OF CURVATURE P. 1. = POINT OF INTERSECTION S/W = SIDEWALK T.O.S. = TOE OF SLOPE T.O.B. = TOP OF BANK NOTE: THE BEARINGS ARE BASED ON THE CENTERLINE OF SEAGRAPE DRIVE ACCORDING TO THE PLAT OF INDIAN RIVER ESTATES UNIT 8. (SEE LEGAL DESCRIPTION) WHICH BEARS NORTH 0900'00" EAST. �G�oq- IDiS MAR ,2 1 2006 CERTIFICATIONS AS PROVIDED AND WORDED BY CLIENT CERTIFY TO: 1) ALBERTINO AND ADELAIDE RODRIQUEZ NOTES: I HEREBY CERTIFY THAT THE SURVEY 1) LANDS SHOWN HEREON WERE NOT ABSTRACTED SHOWN HEREON COMPLIES WITH MINIMUM FOR EASEMENTS, OWNERSHIP AND/OR RIGHT- TECHNICAL STANDARDS FOR SURVEYS AS -OF-WAYS OF RECORD. CONTAINED IN CHAPTER 61G17-6, FLORIDA 2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS ADMINISTRATIVE CODE, PURSUANT TO WERE LOCATED EXCEPT AS NOTED. SECTION 472.027, FLORIDA STATUTES. 3) LEGAL DESCRIPTION AS SUPPLIED BY CLIENT. 4) BUILDING TIES ARE 90' OR RADIAL TO THE c PROPERTY LINE. 5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT UNLESS OTHERWISE NOTED. jj Q 7 DATE OF LAST FIELD WORK: 03/17/2006 ROLAND E. ROLLINS DATE OF IGN URE PROFESSIONAL LAND SURVEYOR PLOT DATE AND TIME: 03/17/2006 2:45 PM EST FLORIDA REGISTRATION NUMBER 4945 LOT SQUARE FOOTAGE: 0.230± ACRE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. SCALE: 1" = 20' JOB NUMBER: R50602FB LEGAL DESCRIPTION: ALL OF LOT 5, BLOCK 66, INDIAN RIVER ESTATES UNIT 8, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 73 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. _ BARTOW STREET FOUND PK NAIL IN (50.00' WIDE RIGHT-OF-WAY) ALUMINUM WASHER WELL PIPE IN CUT OUT (POINT OF INTERSECTION) � CL o� orn 0 of II 33 00 00 00 OO O SET PK NAIL IN DISK ROLLINS PLS 4945 SITE BENCHMARK ONE ELEVATION = 18.13 aLLJ O CD Qo 0� Z (L �i. COD Uj Z vv a w w q_ aa m q 00 000 00 001 Z Z 0] v SET PK NAIL IN DISK ROLLINS PLS 4945 j SITE BENCHMARK TWO ELEVATION = 18.22 BOUNDARY AND TOPOGRAPHIC SURVEY CONSTRUCTION LAYOUT SURVEY SEPTIC TANK �RAINFIEL L_�J ww00^ N� O N^ O � 0 oa_ OI 00 0 (n Z O M (o zoz g9 �� oa Ox wF Fz of �Y a o� 3� o o_ 60 N� S 90'00'00" S 89'58'53" J O N NN z v` J y0 Li.. II 02 zJ F- p Z a0 zw w �Z Qw J = H z x0 Z> O� =LO U_ J wfW =N W Wa aZ w0 w E (P) A.00' (P) E (M) .34' (M) r 3w LI wM. w N3w ��N� 0:-= omNo EL ��o �oU a¢¢ za¢ �Ux00 UHp Z3v=oax 0Cn No W• w O oo 0 Z. a �^ `D 10.00' WIDE SIDE V) N o 0 BUILDING SETBACK LINE r cow------------- 46.98' 0/S y w`1 ¢¢z 0Q �'w D�X0 31.67' Gow 61 w o I z_ m a>UO OOZ ZU M In�ril0 coY! N II.IY \ O fV oa wo oN �a0c0ia wQ� a oozy W U O O aw o Nw ��i�ii 7.00'.aUo wo o� o o &W 0� n �Wwa I—Y Cn0. 3v a3 0 a'I j \ d0 U M (000�0 O O O g K aw �w a '-YW� Y J' oz \ 1 00000n m 0 I m U)M Ln w w•0O o/S I 2o.s7 w26.00' ' Wo ¢s�'&a ,aw� t 1.0' ya m 0 00 ww zo mz P � 03: 0.42O L)Dw (-1 �'iF*+ N O O z o' > 0 598' 00M 1 NNit � 0: 0o a a KY-U M Z Z 25.98' 0/S 48.33' N .�9• 27_9-®- J 11.0' 10.00' WIDE SIDE i� y o 0 N BUILDING SETBACK LINE N o 0 - — — S 89159'55" W (M) 125.29(M) 11, N 90'00'00" W (P) 125:00' (P) SITE ELEVATION ¢ow Q't�a'nC F�� w�3w a N \F w toOJ w II ONF '1Yr z1zo0 goz .... v2 �� m� 3 F- p k o<x :9 � �0 \ 0=0 y �v=o 000 J �o O N N ZZ �o Z Q Z�cona O M L� D w Ritoo 0 io OL pLO. No � w 30 O O) _ 0 a 0 ?U Z Z M ox w3 T SEPTIC TANK----F—J 1� DRAINFIELD 4 O O 00 M 0 00 00 1n 1n 0 NoN (V u Hwo O=- JZ w J w C4 t- F— U 0 v C—SEPTIC TANK r 1 z 1 I L _ J MIN. SETBACKRLO FRONT SIDEfi . i4= •i.l! WELL PIPE TELL PIPE-----" 2 GRAPHIC SCALE (M) 1 inch - 20 !k _F�--SEPTIC TANK DRAINFIELD L--__J :',* _ ► .L� ilk • 1.•� •40 772-873-4700 ABBREVIATIONS: A/C = AIR CONDITIONER C) = CALCULATED C.F.T.) = CALCULATED FROM TRAVERSE = CENTERLINE C.B.S. = CONCRETE BLOCK STRUCTURE C.L.S. = CONSTRUCTION LAYOUT SURVEY E/P = EDGE OF PAVEMENT E.O.W. = EDGE OF WATER EL. = ELEVATION FIRM = FLOOD INSURANCE RATE MAPS END. = FOUND (M) = MEASURED N.G.V.D. 1929 = NATIONAL GEODETIC VERTICAL DATUM OF 1929. N.T.S. = NOT TO SCALE O/S = OFFSET P.C.P. = PERMANENT CONTROL POINT (P) = PLAT P.O.B. = POINT OF BEGINNING P.R.M. = PERMANENT REFERENCE MONUMENT (R) = RECORD P.C. = POINT OF CURVATURE P. 1. = POINT OF INTERSECTION S/W = SIDEWALK T.O.S. = TOE OF SLOPE T.O.B. = TOP OF BANK NOTE: THE BEARINGS ARE BASED ON THE CENTERLINE OF SEAGRAPE DRIVE ACCORDING TO THE PLAT OF INDIAN RIVER ESTATES UNIT 8. (SEE LEGAL DESCRIPTION) WHICH BEARS NORTH 00'00'00" EAST. AUG 2 6 2006 CERTIFICATIONS AS PROVIDED AND WORDED BY CLIENT CERTIFY TO: 1) ALBERTINO AND ADELAIDE RODR16UE3' St. Lucie County Health Dept Environmental Health Section Site Plan Approved for Construction Supper I revious ' e ns 08; g ate ELEVATIONS BASED ON N.G.V.D. OF 1929 AND SHOWN THUS !Q BENCHMARK REFERENCE: LEGEND: NOTES: I HEREBY CERTIFY THAT THE SURVEY FOUND 1/2" COPPER ROD IN CONCRETE 1) LANDS SHOWN HEREON WERE NOT ABSTRACTED SHOWN HEREON COMPLIES WITH MINIMUM O = SL7 5/8 IRON REBAR WITH FOR EASEMENTS, OWNERSHIP AND/OR RIGHT— TECHNICAL STANDARDS FOR SURVEYS AS FLOOD ELEVATION INFORMATION MONUMENT WITH BRASS ACCESS PANEL V-403 / MAP NUMBER 12111CO281 G DATE OF FIRM NOV. 4, 1992 LOCATED 27.2 FEET WEST OF THE CENTERLINE CAP ROLLINS P.L.S. NUMBER 4945 —OF—WAYS OF RECORD. CONTAINED IN CHAPTER 61G17-6, FLORIDA OF THE SOUTHBOUND LANES OF U.S. HIGHWAY • = SET PK NAIL IN DISK ROLLINS 2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS ADMINISTRATIVE CODE, PURSUANT TO COMMUNITY NUMBER 120285 PANEL 0281 NUMBER ONE AND 41.0 FEET SOUTH OF THE P.L.S. NUMBER 4945 WERE LOCATED EXCEPT AS NOTED. SECTION 472,027, FLORIDA STATUTES. BASE FLOOD ELEVATION 17.0 SUFFIX G EXTENDED CENTERLINE OF EASY STREET. Oo = MANHOLE 3 LEGAL DESCRIPTION AS SUPPLIED BY CLIENT. LOWEST FLOOR ELEVATION FIRM ZONE AH BENCHMARK IS V 403 1991 AND THE ®` = CATCH BASIN 4� BUILDING TIES ARE 90' OR RADIAL TO THE ELEVATION IS 13.356 NORTH AMERICAN VERTICAL PROPERTY LINE. HIGHEST ADJACENT GRADE DATUM OF 1988. ADDED 1.475 FEET TO = FIRE HYDRANT 5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT CONVERT TO NATIONAL GEODETIC VERTICAL = WATER METER UNLESS OTHERWISE NOTED. ADDENDUM FIELD BOOK PAGE DATE BY .CHECKED DATUM OF 1929 ELEVATION = 14.831 Rf = WOOD POWER POLE ROLAND E. ROLLINS DATE F NATURE BOUNDARY SURVEY E.F.B. 07/20/2005 R.E.R. R.E.R. = CONCRETE POWER POLE DATE OF LAST FIELD WORK: 07/18/2005 PROFESSIONAL LAND SURVEYOR TOPOGRAPHIC SURVEY E.F.B. 07/20/2005 R.E.R. R.E.R. = ANCHOR AND GUY WIRE FLORIDA REGISTRATION NUMBER 4945 C.L.S. 07/20/2005 R.E.R. R.E.R. — � • — =OVERHEAD WIRES PLOT DATE AND TIME: 07/22/2005. 9:15 AM EST --I� = NOT TO SCALE LOT SQUARE FOOTAGE: 0.230± ACRE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. — X— = FENCELINE SCALE: 1" = 20' JOB NUMBER: R50602