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HomeMy WebLinkAboutSITE PLAN90 85V Southwest 1/4 of the Southwest 1/4 of Section 17-35S-39E FND.3/4"I.P. (BENT) 9.84' N O (n L4 M 00 r �0— O 0 0 m0, O N C$4 IJ V FND.5/8"IRC (LB#6018) Ell O 18 17 S89'56'58"W�• 19 2(T 1330.64' SECTION CORNER s PARCEL I.D. (231734100060009) OCCUPIED WOOD & WIRE FENCE I9.56'05" F tea% 491.63' (M) SET 5/8"IRC (LB#4286) / I �� I EXISTING\ o ED DIRT PAD - C00� IPATIO COVERED PROPOSEDI750 SQ. FT. UN0855ffRRUCTED / ■a< i..,... 'i •",' g9 PROPOSED 134.57_ ''f 6.35 500 SO. FT. 10' PA....., .,....• PROPOSED DRAINFIELD 10 PALM 1 SORYFAM1 1 SINGLET-1h• 1 S RESIDENCE �24' PINE 90 •i "' ,.F.F�E. /0 •5 ' i \ 136.98•— Zq• PIRA i/: • — \ 6' OAK ..,. .. :••..F ✓ ...... OAK pp e OAK 4. OAK \ 8"S1)AK" OAK 8' OAK 6 OAK�'�k; l4� 4 OAK �6- U O!"�' (3 6' 7A +AK a a KipAlM (cohort e OAKS 6• PALM (short) CERTIFIED TO: 30" PIN 30" PINE WOOD FENCE N V w I GUY ANCHOR ELECT CAL JUNC ION BOX 5.0' 251_28' SEPTIC -TANK 297.09_ _A — gg. PARCEL I.D. (231734300000003) VACANT TOTAL ACRES=f3.92 AREA SUMMARY TOTAL AREA ..... 170,617'f HOUSE AREA ..... 2,199t' FND.NAIL&DISK I (#6504 WITNESS) J EXISTING IN UTILITY POLE DRIVEWAY ASSUMED/ELEV.=100.00' TO ADJACENT RESIDENCE Kim Datillio; Groza Builders, Inc.; Ally Parker Brown Title Insurance Agency, LLC; Yorktown Funding Inc. DATE Thomas P. Kiernan Professional Su! veyor & Mapper Florida Certificate No. 6199 PARCEL I.D. (231734300100006) OCCUPIED NIW IO 0 =r rt_ ? 0 0D �Io _ u, J rt II\ Ln u1 U) IIo L4 rt co MI CD WOOD FENCE i 1 490.991(M) rri N O I� s (n P, m o IO CO N N cn I�O N 0 ,+ \ 3 � (D II 3993.63' SECTION LINE COMPUTER FILE REF. FIELD BK./PG. 07-184.DWG 0732-16 1001 70 m MIN, SETBACK naE I r I I i I FRONT SIDES' FND.5/8"I.R. CNRSIDES I Im REAR _—;- FARM FENCE L4 41- �I W W 00 OW D coM -0 O r- u m0 — 000 0 O FN D.5/8"I. R. 0.5' SOUTH E--- H.0 �_ 100.0 FND.5/8"I.R. 1.31'W. FIND. 5/8"I.R. PARCEL I.D. (231734300050008) OCCUPIED FND.3"X3" CONC.MONUMENT 0.29'S.,0.14'E. CULPEFOPER be TERPENING, INC CONSULTING ENGINEERS I! LAND SURVEYORS 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981 PHONE 772_464-3537 • FAX 772-464-9497 • w .ct-eng.com §TATE Of FLORIDA CERTIFICATION No. LB 4286 - GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. STREET ADDRESS TB D LEGAL_ DESCRIPTION SEP 19 2011 The South 1/2 of the Southeast 1/4 of the Southwest 1/4 of Section 17, Township 35 South, Range 39 East, St. Lucie County, Florida; less and excepting therefrom the South 315 feet and the East 840.56 feet. TOGETHER with the INGRESS AND EGRESS EASEMENTS as shown in O.R. Book 488, Pages 1522 through 1531 inclusive and O.R. Book 875, Page 1162 and O.R. Book 942, Page 368. Said property containing t3.92 Acres. LEGEND 8c ABBREVIATIONS CONC. DENOTES CONCRETE P.B. DENOTES PLAT BOOK P.C.P. DENOTES PERMANENT CONTROL POINT C.M. DENOTES CONCRETE MONUMENT (P) DENOTES PLAT DATA O.R. DENOTES OFFICIAL RECORDS BOOK C DENOTES CALCULATED FROM FIELD MEASUREMENTS IR & C DENOTES IRON ROD &CAP DENOTES PROPERTY LINE PG. DENOTES PAGE M) DENOTES MEASURED DATA CDR. DENOTES CORNER ID DENOTES IDENTIFICATION NUMBER P.O.B. DENOTES POINT OF BEGINNING �) DENOTES FLOW LINE P.O.C. DENOTES POINT OF COMMENCEMENT TOB DENOTES TOP OF BANK I.P. DENOTES IRON PIPE TYP. DENOTES TYPICAL I.R. DENOTES IRON ROD FIND. DENOTES FOUND U.E. DENOTES UTILITY EASEMENT L.B. DENOTES LICENSED BUSINESS P.I. DENOTES POINT OF INTERSECTION O.H.U. ® DENOTES OVERHEAD UTILITIES DENOTES WATER METER P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR DENOTES ELEVATION (TYPICAL) S/T DENOTES SEPTIC TANK GENERAL NOTES 1. The bearings shown hereon are referenced to the South line of Section 17, having an assumed bearing of S 89"56'58"W. 2. All above ground fixed improvements, if any, have been located and shown hereon. 3. Underground utilities and utility services have not been located on this ,survey. 4. Flood Note: By graphic plotting only, this property is in Zone "X" , according to the Flood Insurance Rate Map, Community Panel No. 12111CO165 F , effective date August 19, 1991. The exact designation can only be determined by an elevation certificate. 5. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 6. Information shown hereon is based on platted and field measured data. 7. Lands shown hereon were not abstracted by this office for rights —of —way, easements of record, ownership, abandonment's deed restrictions, or Murphy Act Deeds. 8. The last date of field work for the supporting Boundary Survey was June 27, 2007. The last date of field work for tree location was August 17, 2010. 9. Legal description shown hereon was supplied by client. 17 16 20 21 SECTION CORNER BY DATE DESIGNED CALCS. DRAWN D.E.V.0 7/25/07 DETAILED CHECKED APPROVED 1�i NLOOYb`pL/nViyn� �J >t. Lucie County KIMBERLY A. DATILLIO SITE PLAN DATE: 7 25 07 HORIZ. SCALE: 1 "=40' VERT. SCALE: N/A JOB No.07-184 SHEET 1 OF 1 WINDOW AND DOOR SCHEDULE A 3068 METAL DOOR WITH 15" SIDELITE B 3068 HDBD HC PRE -HUNG 3 BUTTS C 2868 HDBD HC BI-FOLD D 3068 HDBD HC BI-FOLD 3068 HDBD SC 3 BUTTS F 3068 HDBD HC BI-FOLD G 16' X 7' OVERHEAD GARAGE DOOR STEEL H 2O68 HDBD HC BI-FOLD I SH35 SINGLE HUNG ALUM WINDOW W/SCREENS, COLONIAL SH25 SINGLE HUNG ALUM WINDOW W/SCREENS COLONIAL EGRESS 3 6068 ALUMINUM S.G.D. .4 23SH TMPR'D. NOTES; *ALL EXTERIOR PLATE HEIGHTS AT 8' UNLESS NOTED *NO SOFFITS IN KITCHEN *INTERIOR BEARING WALLS TO BE 2" X 4"-16" OC WOOD *INTERIOR NON BEARING WALLS TO BE 2" X 4"-24" OC METAL *MICRO -WAVE W/HOOD, DISHWAHER, REFRIGERATOR *PAINT BLOCK INSIDE OF GARAGE *INTERIOR DOOR KNOBS TO BE LEVER TYPE xg,�- i LN v a THESE PLANS HAVE "U' e1"1- IN a MMI)ANCEVI NTHE FLONM s,IW1101 C4QL FLOOD PLAN 114" SCALE *CONCRETE BUCK EXTERIOR WALLS WITH TYPICAL STUCCO FINISH *INCREASE A/C PAD IF WELL E SEPTIC *CHECK TRUSS PLANS FOR BEARING WALL NOTES *PLUMBING CONTRACTOR TO VARIFY PLUMBING WALL DIMENSIONS CODES. GRADE 21 p a d #5 IN CONC FILLED CELL AS SHOWN ON PLAN p O ° 3y2 - 2500 PSI FIBERMESH J7EINFORCED CONCRETE SLAB / ON 6 MIL VISOUEEN OVER / TERMITE TREATED COMPACT FILL — 12" TYPICAL FOOTING w d d d .� R5 DOWEL a EACH FILLED CELL( 10/2' MIN. IMBED) 2-u5'S CONT. W/ 3' OF CONCRETE SURROUNDING EACH BAR DETAIL FOUNDATION PLAN 114" SCALE 51 //•• DWG.. BY, L to o, W w � v � Q � � Z rn Q a Q Q W U) u- O u— W Z W 0 w Df W Z �00 O Q d Wui W Zuj >QO ::lUIU SCOOPED FOOTING DETAIL *CONCRETE BLOCK EXTERIOR WALLS WITH TYPICAL STUCCO FINISH *INCRE-. ASE A/C PAD IF WELL s SEPTIC *CHEC,K TRUSS PLANS FOR BEARING WALL NOTES *PLUMBING CONTRACTOR TO VARIFY PLUMBING WALL DIMENSIONS 2 12" OH (TYR) STUCCO �2 1 CNT LEFT STUCCO NOTES ALL OVERHANGS ARE 1 5/12 PITCH ROOF ELEVATIONS • 12' OH INK l6'X8' Nino COLUMN 114" SCALE STUCCO FILE la RIDGE VENT COPY I�EAI� ICi7mpiZelmmil, ➢ FP-D,ONT o ASPHALT SHINGLES 'CRICKET" 12 5 CI i�i i�i ICI ICI ICI I ��� ��� ICI ICI ICI ICI ' I'I I I ICI ICI ICI ICI ICI ICI ICI STUCCO 16" X 8" 8" X 8" BANDS COLUMN COLUMN cc 0 J J F- Q 0 Q LOAD CALCULATIONS FREEDOM 3 MODEL 1468 X 3 WATTS PER SQ.FT APPLIANCE CIRCUITS RANGE WATER HEATER REFRIGERATOR DRYER WASHER DISHWASHER (IF) POOL � IRRIGATION FANS 4® 240 EXHAUST FANS 2® 240 OH GARAGE DOOR OPENER GARBAGE DISPOSAL WELL PUMP SUB TOTAL FIRST 10000 ® 100% REMAINDER m 40% HEAT ® 65% TOTAL 4314 4500 12000 4500 1200 5000 1500 1500 9000 960 480 600 480 900 46934 10000 36934 14773.6 4875 29648 DIVIDED BY 240 = 123.54 AMPS RECOMMENDED USE 150 AMP SERVICE ELECTRIC RISER DIAGRAM AWG THIN COPPER 3 ul- T C m (IF NEC.) 150 AMP MAIN #4 COPPER TO 10' MLO 30 DRIVEN GROUND CIRCUIT ROD & COPPER PANEL WATER PIPE & FOOTING REBAR DISCONNECT ELECTRICAL LEGEND 0 1/2 ON SWITCH 110 V. RECEPTACLE & 110 V. RECEPTACLE CE 220 V. SPECIAL PURPOSE OUTLET 0 FLOOR OUTLET 0 RECESSED - ADJ. EYEBALL IIOV FOR FIXTU.RE(LITEETC) RECESSED LIGHT ® EXHAUST FANILITE COMBINTION ® EXHAUST FAN CEILING FAN y�5[ CEILING FAN W/ LIGHT SINGLE POLE SWITCH $3 DOUBLE POLE SWITCH �I 220 V. DISCONNECT ® SMOKE DETECTOR DQ ROOD LIGHT DOOR OPENER FLUORESCENT LIGHT p ELECTRICAL PAPS 0] ELECTRICAL METER TELEVISION JACK (CABLE) PHONE JACK O DOORBELL CHIMES ® SPEAKERS GFI GROUND FAULT INTE20-PT WP WATERPROOF ELECTRICAL NOTES I. DISWASHER OUTLET IS TO BE UNDER SINK FOR ACCESS. 2. WIRE FOR GARBAGE DISPOSAL WITH SWITCHED OUTLET. 3. KITCHEN OUTLETS TO BE GFI. 4. FIELD VERIFY WELL PUMP AND AC EQUIPTMENT LOCATIONS. 5. ALL LIGHTING FIXTURES, RECEPTACLES, AND LIGHT SWITCHES MUST COMPLY WITH ART. 410 OF N.E.C. 6. W/P GFI OUTLET WITHIN 25' OF AC COMPRESSOR. 7. WIRE FOR GARAGE DOOR OPENER 8. ALL SWITCHES WITH DECORA ROCKER 9. ALL BEDROOMS AND FAMILY ROOM TO HAVE TV, PHONE, AND SWITCHED FAN. 10. WIRE FOR VENTLESS MICRO -WAVE, OUTLET IN CABINET ABOVE. MUST BE HOME RUN. II. IF NEC. PRE -WIRE FOR MINI SEWER ALARM BOX OR DOZER SEPTIC SYSTEM.(FIELD VERIFY). 12. ALL SMOKE DETECTORS MUST BE A MINIMUM OF 3' FROM ANY BATHROOM DOOR. 13. ARC FAULT PROTECTION TO BE USED IN ALL BEDROOMS 14. ELECTRICIAN TO SUPPLY ALL SMOKE DETECTORS AND DOOR BELL CHIME KITS. 15. ALL CHANGES MUST BE DONE IN WRITING BY GROZA BILDERS INC. HOME OWNERS DO NOT HAVE THE RIGHT TO CREATE CHANGES WITHOUT DOCUMENTS. ELECTS 1 CAL PEA N.F.C. PLAN 114" SCALE *150 AMP SERVICE *SMOKE DETECTORS AS REQUIRED *FIELD VERIFY RECEPTACLE LOCATIONS 3 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: k=LIFE SAFETY WARNING his symbol identifies Life Safety Warnings that should be read ven 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 =ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. AL DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 30' Span or less A& 0 degrees or less 1 2 g Line span approx. as must be set this way if crane used. s Is an example, your trues may not motch. t crane operator sets truss this way. 30' to 60' Span A SDreader Bar 4q9 _Approx 2/3 to Line 1/2 of Span REFER TO BCSI 1ss 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 Q are installed. A AIR F—IANE::>LEF? IVGOTIll 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. UNSUPPORTED JACK CONNECTION DET MTS16 strap (or equal) over Top Chord and under Bottom Chord with todxl.5" nails: 7 nails In Cartier Jack: 7In Hip Canter Double straps for 5' Jacks I CARRIER Trusses beginning "JU" and other unsupported truss shouk be Installed this way. U REPRESENTS A HANGER Carrying Girder For Truss to Truss Connections see hanger/connector ails must be as shown. Guide tabs o schedule in engineering Dome angle nails. package. Carried Truss SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 6'-1" ABOVE FINISHED FLOOR INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 10'-1" ABOVE FINISHED FLOOR heel = 4 1 /16" SQUARE CUT END 2 x 4 Top Chord BEARING HEIGHT VARIES TYPICAL END DETAIL A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers Hanger Schedule r T__ TIT Tc'34 C .')Yd T 1d(x fnr AY) rxrrnt a4 Shown Carried truss Carrier truss Hanger ID 0 The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram 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 a/o 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 concer, ing 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/TPI/WTCA 4 - 2002"" A spreader bar may be required per'BCSI 14V'to prevent irfry 8t damalge. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are 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 setand braced per design tD prevent 4tXay 8r 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. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC mr, -qqqq 14 3105 Oleander Avenue Fort Pierce, Florida 34982-6423 800-551-5932 Fort Pierce 772-466-2012 Fax 772466-8711 Vero Beach 772-569-2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM M 1nM\FnRMR\nl1NT1 AV aCIC 01WY 90.5/92.6 MITEK 4.2 DESIGN CRITERIA POR nonIDGsIGH ARRcarRIArJi Al IBLE County SAINT LUCIE Building Department I-ORT PIERCE Wind Design Criteria ASCE 7-2005 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 10 Non -Concurrent ottom 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 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category B:URBAN/SUBURBAN Barrier Island No Conforms to FBC 2007/2009 AMENDED R.D.L.=Restraining Dead Load C.B.=Continuous Bracing 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. Chambers Truss Inc. Drawing Name: 69876 Scale: 1/4 = 1' 129 total trusses, 42 different trusses. MI 4: SAE ACAD: SAE Reviewed By:alder Date:12/28/10 Revised:08/23/11 FOR GROZA BUILDERS DESCRIPTION: DATILIO PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 42 TRUSS DRAWINGS ARE ATTACHED TO LAynt IT RAR7R Southwest 1/4 of the Southwest 1/4 of Section 17-35S-39E N 0 RI W D � LL4 0 (7)00 r ;U 0 _ 0 0 m O 0 N FND.5/8"IRC (LB #6018) 9.84' O O N -P LTI i� J n FND.3/4"I.P. (BENT) ■ ■ — PARCEL I.D. (231734100060009) OCCUPIED e ■ ■ II e , SET 5/8"IRC (LB#4286) V O EXISTING pROPQ�E DIRT PAD 10'Ke' CONC. P/ PROP..,-, I 134'57_ --}I _ 33� PROPOSED 10' PAL r / 1 STORY• SINRELSIDENCE� / 1 9 `9p• '% c 24" PINE , F F E. h10 .5' :J \ 136.96'— a, /. \ 6' OAK a \ (1) 6" OAK 6" OAK 6' OAK�vy (4) 4" OAK \3a3 a a—� a / 4" OAK(3) 0- PALM ti_- \ a ° a $I ■ m m 491.63' (M PROPOSED I 750 SQ. FT. �, UNOBSSTTRRUCTED PROPOSED 500 SQ. FT. DRAINFlELD lo a a (4) IV OM a 30" PIN I I , IW N I A I GUY — — — — ANCH®R 7 WOOD FENCE I BENCHMARK FND.NAIL&DISK (#6504 WITNESS) IN UTILITY POLE ASSUMED/ELEV.=100.00' 18 F17 S89`56'58"W�• •� 19 2�7 1330.64' SECTION CORNER CERTIFIED TO: Kim Datillio; Groza Builders, Inc.;' Ally Parker Brown Title Insurance Agency, LLC; Yorktown Funding Inc. I I ELECIICAL JUNCTION Box 777. — ti 0 EXISTING DRIVEWAY TO ADJACENT RESIDENCE 7 J `I //� DATE Thomas P. KiHrran Profession,01 Surveyor & Mapper Florida Certificate ^!o. 6199 WOOD & WIRE FENCE e ■ m ■ 251_28' 297.09_ PARCEL I.D. (231734300000003) VACANTo (nIo TOTAL ACRES=f3.92CD SIT REA SUMMARY rIN TAL AREA ..... 170,617'f I0 USE AREA ..... 1,456t' oleo C (n Ip 0 n C _rt I S O � rt I l� w� rr 1n o C Ili1 rt WJ rn o DIRT'T _--. — — t)TIJ-IT'Y.;POLE�, H.U_ S 89057'37" W FENCE 490.99(M) WOOD D JUL 2 0 2011 PUBLIC GRAPHIC SCALE WORKS BT. LYCIB COUNTY, FL I I I 4D Q 2D 40 6D 160 ( IN FEET ) I' Y 1 inch = 40 ft. STREET ADDRESS TBD I LEGAL DESCRIPTION I I The South 1/2 of the Southeast 1/4 of the Southwest 1/4 of Section 17, Township 35 South, Range 39 East, St. Lucie County, Florida; less and excepting therefrom the South 315 feet and the East 840.56 FND.5/8"LR. m I I D feet. ■ (� V) ;U I A TOGETHER with the INGRESS AND EGRESS EASEMENTS as shown in O.R. Book 488, Pages 1522 through I� 1531 inclusive and O.R. Book 875, Page 1162 and O.R. Book 942, Page 368, �� I 0 Said property containing�■O Said property containing 3.92 Acres. O mI Im 00 I� . s �I DI ID 1 d LEGEND Bc ABBREVIATIONS Mr I r WOOD & WIRE FENCE Z I O �'', o Z o I CONC. DENOTES CONCRETE P.B.. DENOTES PLAT BOOK. P.C.P.DENOTES PERMANENT CONTROL POINT C.M. DENOTES CONCRETE MONUMENT Cn � \� � N W DENOTES DENOTES PLAT O.R. DENOTES OFFICIAL RECORDS BOOK DATA CALCULATED FROM FIELD MEASUREMENTS IR & C DENOTES IRON ROD �P; East 840.56' of the South 1/2 I &CAP DENOTES PROPERTY LINE PG. DENOTES PAGE (M) DENOTES MEASURED DATA of the Southeast 1/4 of the —� COR. DENOTES CORNER ID DENOTES IDENTIFICATION NUMBER P.O.B. DENOTES POINT OF BEGINNING DENOTES FLOW LINE Southwest 1 4Tof / Section 17-35S-39E� P.O.C. DENOTES POINT OF COMMENCEMENT TO DENOTES TOP OF BANK I I LP, DENOTES IRON PIPE TYP. DENOTES TYPICALHeser, I.R. RDENOTES IRON ROD FND. DENOTES FOUND ARE SUBJECT TO ANY C RF U,E, ARE UTILITY EASEMENT Opp ,: I6 J L f1 arcs L.B. DENOTES LICENSED BUSINESS P.I, DENOTES REQUIRED yF11 L[7IN&?CCU O.H.U. DENOTES OVERHEAD UTILITIES POINT OF INTERSECTION h1gVSENecsygRylpdagC,pqN0TW4r Ph•S. DENOTES WATER METER DENOTES PROFESSIONAL LAND SURVEYOR dpM[LyyylTHALLAPPLICABLI;CODES, ' DENOTES ELEVATION (A (TYPICAL) S/T DENOTES SEPTIC TANK { I FARM FENCE z f ... I GENERAL NOTES z m I 1. The bearings shown hereon are referenced to the South line of Section 17, having an assumed bearing of S 89056 58 W. �I N W Lo J D I I 2. All above ground fixed Improvements, if any, have been located and shown hereon. 0L4A co i I I 3. Underground utilities and utility services have not been located on this survey. �..� mor �o b I I 4. Flood Note: By graphic plotting only, this property is in Zone "X" according 0 o V D LA -0 `U -u i In I , to the Flood Insurance Rate Map, Community Panel No. 12111 CO165 F effecive date n z August 19, 1991. The enact designation can only be determined by an elevation c o m r 0 o m r D o m ID I certificate. FND.5/8"LR. 0.5' SOUTH Ip o m 0- 000 z —I o r 00 Z C" —1 0 0a I• z 0 -y 5. Additions or deletions to survey maps or reports by other than the signing Y or 70 parties is party prohibited withoutwritten consent of the signing party or parties. u_ 10 . 6. Information shown hereon is based on platted and field measured data. FND.5/87.R. 1.31'W, 7. Lands shown hereon were not abstracted by this office for ri hts—of—wa t M o FND. 0� FND.1/2"I.R. I I of record, ownership, abandonment's g y, Basemen S deed restrictions, or Murphy Act Deeds. o 5/8" I.R, DO 0.14'N. PARCEL I.D. o PARCEL I.D. X. RM PARCEL I.D. 8. The last date of field work for the supporting Boundary Survey was June 27, 2007, (231734300100006) CD to N s (231734300050008) KEn (231734300200009) The last date of field work for tree location was August 17, 2010, OCCUPIED I Irt j w OCCUPIED m A= OCCUPIED I 9. Legal description shown hereon was supplied by client. CDN 01 CD 0 98ID1 m !j 49.0' J49.0` " FND.3"X3" CONC.MONUMENT 0.29'S.,0.14'E. I 17 17 16 3993.63' � ® � 20 SECTION LINE 21 1 /4 SECTION SECTION CORNER CORNER COU FILE REF• FIELD BK./PG. 07-184.DWG 0732-16 1001 70 MIN. SETBACK REQ, FRONT— SIDEST CNR SIDES '_-'2'Q. ZNG. CU00EPPER & TERPENING, INC CONSULTING ENGINEERS I .LAND SURVEYORS 2980 §0UTH 25th STREET r FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 r FAX 772-464-9497 r w .ct_mg.aom STATE OF FLORIDA CERTIFICATION N.. LB 4286 —REVISIONS— BY DATE REVISED TO SHOW NEW PROPOSED HOME & SEPTIg LOCATION S.B. 6/9/11 REVISED TO SHOW PROPOSED HOME & EXISTING TREES WITHIN ±50 1 S.B. 9/10/10 REVISED TO SHOW PATIO & FINISH FLOOR ELEVATION I ERM 7/19/11 BY DATE DESIGNED CALCS. DRAWN D.E.V.0 7/25/07 DETAILED CHECKED APPROVED KIMBERLY A. DATILLIO S ITE ELAN DATE: 7 25 07 HORIZ. SCALE: 1"=40' VERT. SCALE: N/A JOB No.07-184 SHEET 1 OF 1 Southwest 1/4 of the Southwest 1/4 of Section 17-35S-39E C� (A U4 D Cl) G4 C') Cj O r ;U O — b O 0 Co. MID N v FND.5/8"IRC (LB#6018) 9.64' z O O N N Ln R W J J z 0 C J f N m n FND.3/4"I.P. (BENT) ■ PARCEL I.D. (231734100060009) OCCUPIED m ■— m m m SET 5/8" IRC �— (LB#4286) o ILo� I EXISTING DIR I A, mu 134.57_ 33 / 10" PALM ',^ "'''/ PROPOSEDI, 1 1ST FRAM14` �LL �990• SINGLE E DENCE 24" PINE R tl \ 8' OAK a \ (1) 6" OAK 6" ®"KI 6 OAK (4) 4" OAK a / �1SaF'j� a a 4' OAK (3) 6" PALM 'I e (4) a OAK aT a 30" PINE* I N Io O ,m � N IA I II ELECTRICAL. GUY JUNC ION ANCHOR BOX ----a----�--- 18 17 S89'56'5a W� •� 19 28 1330.64' SECTION CORNER CERTIFIED TO: WOOD FENCE FND.NAIL&DISK (#6504 WITNESS) IN UTILITY( POLE ASSUMED/ELEV.=100.00' Kim Datillio; Groza Builders, Inc.; Ally Parker Brown Title Insurance Agency, LLC; Yorktown Funding Inc. e m m 491.63' (M I ^I gl �I PROPOSED I 750 SO, FT. r UNOBSSTTfR2UCTED PROPOSED 500 S0. FT. GRAINFIELD WOOD & WIRE FENCE m m ■ m 5251_28' _ SEPTIC TANK 297.09, k 9g' PARCEL I.D. (231734300000003) VACANT TOTAL ACRES-f3.92 AREA SUMMARY TOTAL AREA ..... 170,617't HOUSE AREA ..... 1,456t' N1O 0 0 Cs I0 \ -h � rt 0 CD �0 Olo n c rt h O S 7 N I° N rt I _ LITI41. IIo L4 MI CD �„�3s10 DIRT' . UTIUTy,POLr- t' S 89'57'37" W WOOD FENCE I i 490.991(M) EXISTING DRIVEWAY TO ADJACENT RESIDENCE DA E Thomas P. Kiernan F ofessional Surveyor & Mapper Florida Certificate No. 6199 PARCEL I.D. (231734300100006) OCCUPIED 3993.63' FILE REF. I FIELD BK./PG. 07-184.DWG 0732-16 N mO Cl) m c 10 1n Is�C,4 0 N In I I ION 4-� � 0 I II SECTION LINE FND. d FND.1/2"I.R. I �.J 5/8"I.R. m� 0.14'N. � I PARCEL I.D.D PARCEL I.D. (231734300050008) �m (231734300200009) OCCUPIED �Z OCCUPIED 0� 0 v 98Ia' �49,0': w 49.0 rn s FND.3"X3" CONC.MONUMENT 0.29'S.,0.14'E, I 17 20 — 1/4 SECTION CORNER CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 • PAX 772-464-9497 • www.ct-eng.com STATE OF FLORIDA CERTIFICATION No, LB 4286 — REVISION S— BY DATE REVISED TO SHOW NEW PROPOSED HOMIt & SEPTIC LOCATION S.B. 6/9/11 REVISED TO SHOW PROPOSED HOME & g�ISTING TREES WITHIN ±50' 1 S.B. 9 10/10 GRAPHIC SCALE 10 ( IN FEET ) I inch = 40 ft. STREET ADDRESS TB D LEGAL DESCRIPTION E ' The South 1/2 of the Southeast 1/4 of the Southwest 1/4 of Section 17, Township,35 South, Range 39 East, St. Lucie County, Florida; less and excepting therefrom the South 315 feet and the East 840.56 feet. TOGETHER with the INGRESS AND EGRESS EASEMENTS as shown in O.R. Book 488, Pages 1522 through 1531 inclusive and O.R. Book 875, Page 1162 and O.R. Book 942, Page 368. Said property containing f3.92 Acres. Th!ESE. PLANS AND ALL PROPOSED WORK ARE. SUF E-rT Co .ANY CORRECTIONS FE'k'Il'!I✓E) EY F TLC iNSPLC'roR$ THA:1 I fw i,E N°,Ct,5ARY IN ORDER TO C,UMPLY W I1 I1 ACL A4LICAbU1 CODISC LEGEND & ABBREVIATIONS CONC. DENOTES CONCRETE P.B. DENOTES PLAT BOOK P.C.P. DENOTES PERMANENT CONTROL POINT C.M. DENOTES CONCRETE MONUMENT P DENOTES PLAT DATA O.R. DENOTES OFFICIAL RECORDS BOOK C DENOTES CALCULATED FROM FIELD MEASUREMENTS IR & C DENOTES IRON ROD & CAP IC DENOTES PROPERTY LINE. PG. DENOTES PAGE (M) DENOTES MEASURED DA"A COR. DENOTES CORNER ID DENOTES IDENTIFICATION NUMBER P.O.B. DENOTES POINT OF BEGINNING �) DENOTES FLOW LINE P.O.C. DENOTES POINT OF COMMENCEMENT TO? DENOTES TOP OF BANK I.P. DENOTES IRON PIPE TYP. DENOTES TYPICAL I.R. DENOTES IRON ROD FIND. DENOTES FOUND U.E. DENOTES UTILITY EASEMENT L.B. DENOTES LICENSED BUSINESS P.I. DENOTES POINT OF INTERSECTION O.H.U. ® DENOTES OVERHEAD UTIC,ITIES DENOTES WATER METER P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR DENOTES ELEVATION (TYPICAL) S/T DENOTES SEPTIC TANK GENERAL NOTES 1. The bearings shown hereon are referenced to the South line of Section 17, having an assumed bearing of S 89"56'58"W. 2. All above ground fixed improvements, if any, have been located and shown hereon. 3. Underground utilities ; r1d utility services have not been located on this survey. 4. Flood Note: By graphl; plotting only, this property is in Zone 'Y' according to the Flood Insurance Rate Map, Community Panel No. 12111CO165 F , effective date August 19, 1991. The (.Xact designation can only be determined by an elevation certificate. 5. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 6. Information shown hereon is based on platted and field measured data. 7. Lands shown hereon were not abstracted by this office for rights —of —way, easements of record, ownership, abandonment's deed restrictions, or Murphy Act Deeds. 8. The last date of field work for the supporting Boundary Survey was June 27, 2007. The last date of field work for tree location was August 17, 2010. 9. Legal description shown hereon was supplied by client. 17 16 20 21 1 SECTION CORNER BY DATE DESIGNED CALCS. DRAWN D.E.V.0 7/25/07 DETAILED CHECKED APPROVED MIN. SETBACK REQ. FRONT SIDES} , CNRSIDEESS,,— REAR_ ZNG. ,%' PY 8t, EnvI nmen H+a Dwob^ nt Slte Plan Approved for C 1to pig 1¢ jot Supetoode lVl pn yloµ!-,, to OSTDS 1.Ybll# ., ,'�, r r le # wto Ilr KIMBERLY A. DATILLIO r • 1 M DATE: 7 5 07 HORIZ. SCALE: 1"=40' VERT. SCALE: N/A JOB No, 07-184 SHEET 1 OF 1 WINDOW AN D R SCHEDULE 0 A B 3068 F.G,.. DOOR WITH 10SIDELITE 5r K IMfo.r_r 3068 HDBD HC PRE -HUNG 3 BUTTS C 2868 NDBD HC BI-FOLD D 3068 NDBD HC BI-FOLD E 3068 HDBD SC 3 BUTTS F 3068 HDBD HC BI-FOLD G 16' X 7' OVERHEAD GARAGE DOOR STEEL H 2O68 NDBD HC BI-FOLD I SH35 SINGLE HUNG ALUM WINDOW W/SCREENS COLONIAL 2 k SH25 SINGLE HUNG ALUM WINDOW VV/5012EEN5, COLONIAL EGRESS 3 x- 6068 ALUMINUM S.G.D. 4 N PR'D, iL` S W T TCLRI•� NOTES, *ALL EXTERIOR PLATE HEIGHTS AT 8' UNLESS NOTED *NO SOFFITS IN KITCHEN "INTERIOR BEARING WALLS TO BE 2" X 4"-16" OC WOOD *INTERIOR NON BEARING WALLS TO BE 2" X 4"-24" OC METAL *MICRO -WAVE W/HOOD, DISHWAHER, REFRIGERATOR *PAINT BLOCK INSIDE OF GARAGE *INTERIOR DOOR KNOBS TO BE LEVER TYPE CASTCRETE PRECAST LINTEL SCHEDULE MELD ADDED REBAR AT TOP IF • FILLED WITH GROUT I U = UNFILLED I S • SOLID 6/3/2011 • T-Trz" QUANTiN OF FIELD ADDED REBAR t-- C.M.U. BOND BEAM BLOCKLD Ai BOTTOM OF UrvTEL cnvlTr =Groza/DatJIi0 —caaur 8F16 - 1B/1T O FIELD AODED REBAR AT 11I BOTTOM NOMINAL WIDTH • • T BOTOM REINFORCING NOMINAL HEIGHT--+ PROVIDED IN LINTEL QUANTITY OF FIELD }�.-----J� AWED REBAR AT TOP NouhlFLmnOTH COMPjJB/1T FE GRAVITY APPLIED GRAVITY SAFE UPLIFT LOAD APPLIED UPLIFT LENGTH 5-10 8F14360 <1000 2093 <500 4-g BF16113 <10002724 <500 7-6 8RF2459 <1000 1462 <500 4 4-6. 8F1616/1T 6113 <1000 2724 <500 5 17-4 8F201B/1T 1326 <1000 520 <500 s 5-8 8RF3816/1T 9311 <1000 4594 <500 7 N GRINDER -16 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WOP- ARE SUBJECT TO ANY C014PECTIONS RE@UiREG 9y FIELD IN:'PECTONS TIgA-I: h,'iAY BE NEC."E^SAFIy IN OR13ER TO "MPLY WITHALL APPLICABLE CoUge, 30'-8' - CENTER TE TREATMENT REQUIRED 25SH EGIR. ,I<co —I(VREFORNG v O O i BI8 MICRO O T BEDRM.#3 p 8' CLNG KITCHEN co 12' 112' Q D a ® zv J SE342 B21 0. AH w LL:: ® ' 3068 30 =Z) CL -�V =mm 41uu. t0 ® O 6• .v�gypI 2 3068 1 M 3'-I' 7'-6' � 3068 30' W I DE — 5'-10. 3'-4" ® -1 W/FILLER GREAT X 21" DEEP VANITY ROOM 306 � I BEDRM.U2 8' CLNG BATHtt2 - - 5'-4" F GLSTUB 8' 13'-4" — TO WINDOW TO WINDOW 16' X 8" COLUMN WHIP ROOF ABOVE (SEE FRONT ELEV.) all 18 12 O T VOID BEAM HEIGHT CHANGE LINTEL AT_/ IITH CPS, 16" X8' CONC. COL.W/-2u5'S VERT. 10' x 8' PATIO a 10' NOOK ARCHED NICHE 12" DEEP FOYER 30I8S SLOPE RCH 10' G LINTEL AT 13TH CPS. 8' X8" CONC, COLUMN m 1 a Q J f 10 - 00 ST, LUCIE COUNTY BUILDING DIVISION REVIEWED FOp 0 P NCE REVIEWED BY DATE_ PLANS AND PERMIT MUST 13E KEPT ON JOB OR NO INSPECTION WALL BE MADE 12'-8" WINDOW O 25SH WIC MASTER 5'"32"4 BEDRM, 8' CLNG 0 p 14' 1 -1 2" I INIFt`I N DO O c0 I2'-10"IQ o ® LN RY. U I1= 42" _ I/� WALL o D 2" — ]:ItEIERQ�jAS 3068 6" WALL, VENT DRYER TI-PLJ - ROOF 4X� vac ATTIC ACCESS L — — i BEAM I4EIGHT C1-;ANGE GARAGE o� 8' CLNG © 16' X 7' OVERHEAD DOOR X(2) V30'S W/1" 0 FILLER EA.SIDE � o= mwgw_�mllm IBM DWG. BY, NaAR/ r LU cn �81 W V H r n� PVd rnn�-ill W r-1 b mm01 W 01 Um � tli N�DLO O° CD (n � �. �Lo 0 r I O LL 0 o w U Of St. Lucia Coucowimn nt tM Health p N Mmrdza"lw Site Plan Approved for CO atruot►on Supenedsa P _tvinga,Slte Plana for N t OSTDS W well N I c_ Data: Reyhwar: � \ O /� P �1 HFeg1. , cr EN FLOOP,.,' PLAN 11411 SALE rrofc7 6E se - 3_R31 1 I�O6 Elyse Cir 'p P'^ St. Lucie, f L 49Gj-3T72 *CONCRETE BLOCK EXTERIOR WALLS WITH TYPICAL STUCCO FINISH (%yz)as ossr INCREASE ABC PAD IF WELL E SEPTIC L t *CHECK TRLBS PLANS FOR BEARING WALL NOTES \\ j *PLUMBING CONTRACTOR TO VARIFY PLUMBING WALL DIMENSIONS r u -ALCOA' TRADITIONAL "F" CHANNEL W/ CASE HARDENED NAILS AT 10" O.C. ,AX ALUMINUM FASCIA (2 X 4 FASCIA) 0.12 SHANK DIA. NAILS W/ 3/8" DIA. HEAD, 1-1/2" LONG AT 6 O.C. "ALCOA" TRADITIONAL ALUMINUM VENTED SOFFIT UV-144 SOFFIT DETAIL N.T.S, r, o Belli! ll - TOP OF SLAB gam. {`ID 004m latoev- I V0Ki 1D`9gNP rT -FoP C5 IN CONE FILLED — CELL AS SHOWN ON PLAN Z- _ - 3y2 - 2500 PSI FIBERMESH ONINFORCED CONCRETE SLAB 6 MIL VISOUEEN OVER / TERMITE TREATED COMPACT FILL GRADE -III = III=IIMir I I II I=1- —11=TIC'=' =LI=_III-_ (V °p • °^ III-III-III=5 DOWEL o EACH FILLED CELL( 11J2' MIN. IMBED > a _ _ Za6S CONT, W/ 3" OF ''-CONCRETE SURROUNDING 412" EACH BAR TYPI(� ZM FnOTING DETAIL m SCOOPED FOG FING DETAIL FILLED CELL MASONRF COLUMN WAD n5 VERT. IN EA. CELL LAPPED AT FOOTING ANU EXTENDED INTO TIE BEM, FILL W/3000 PSI CONCRETE (REFER TO FLOOR PLAN FOR SPECIFIC LOCATIONS) O U O SINGLE FILLED CELL CONCRETE COLUMN N.T.S. THESE PLANS AND ALL PRC°DuEO W6"- ARESUBJECT TOANV' 5"C TIVidS R'QUIE:::(v M".1cLL" ;'rT+7fi;y ''1i11i '4.aV E2E N''r. : -AM'' --,;QN.NPlYN'tlfT19:ALLAIIFLlt.dv(L4- STEPPED FOQTING DETAIL N.T.S. NOTE - STEP FOOTING TO BE IN INCREMENTS OF 8' TO ACC OMODATE BLOCK MODULE r-------- ------------ i I 21'-62" TO CENTER I SEE TYPICAL ' FOOTING DETAIL FILL CONC.BLK. CELL SOLID W/GONG, E 1-45 VERT.(TYP.) + Or I 7-32" Z I TO WALL U Q I CONC.BLK. EXT.WALLS �o 0- _-�---W/TOP OF BEAM 9 8'-1" SEE OTHER DETAILS x I Q I I LAV 11 • WC GRINDER I I I F.GLS.TUB L-----'----------- ------ 16" X 8" COLUMN W/HIP ROOF ABOVE (SEE FRONT ELEV.) FILE COPY !i (D 05 DOWEL a,{J DIA. LAP $ 7" EMBEDIMENT CONCEALED FASTENERS OR ATTACHMENTS ARE THE RFSFONMILITY OF THE CONTRACTOR OF RECORD (A el la 10,X8' PATIO ELEV. -4" I MISSED DOWEL TIE DOWN REPAIR N_TS TERMITE TREATMENT REQUIRED ------------------------------------------------ RNG A Alron L.•f PLUMBING PLUMBING LIVING ELEV 0'-0" 4"CONC.SLAB W/6"X6"-t$10/410 WWM OR "FIBERMESH" OVER 6 MIL. VISQUEEN OR EQUAL OVER CLEAN COMPACTED NON ORGANIC FILL TO 05% DENSITY *SOIL BELOW SLAB TO BE: TERMITE TREATED PRIOR TO SLAB POUR • 250OPSI MIN CONC W/VAPOR BARRIER • ALL FOOTING DESIGN BASED ON 2500(ASSUMED) PSF SOIL BEARING CAFACITY, CONTRACTOR TO VERIFY, PROVIDE VI; J. 3/4" RECESS AND/OR SILL FOR ALL DOORS 10, EXTERIOR.(INCL. GARAGE) SEE SCOOPED FOOTING DETAIL C6 u6 I '10 j I --- -------------- ------1 ;• pq IT I � SLOPE I"� I I LINTEL AT IITH CPS. I PORCH I I III- I. ONCCU B I 16" X8" CONC. LINTEL AT COL.W/-2135' 13TH CPS, VERT. 8" X8" CONC. I COLUMN I r LAV N- - - - -- J �. Ac TO CENTER I GARAGE I { ELEV. -4" I SLOPE 2" RECESS SLAB AT GARAGE DOOR CONCAURB ---------� REINFORCED MASONRY P OF SLAB 2' C '6' 2' - 28'-4" 20' 11 56'-4" 71 HARVEY E. KOEHNEN Professlunal Enyfrrdsr 32831 2315 FOUNDATION PLAN 1 /4 SCALD ,7-0)4 9-3035fo II �PoR St ! Nlcie, FL3n9"3'L-3212 �� )489-3035 fox *CONCRETE SLOCK EXTERIOR WALLS WITH TYPICAL STUCCO FINISH 1 / *INCREASE A/C PAD IF WELL is SEPTIC *CHECK TRUSS PLANS FOR BEARING WALL NOTES *PLUMBING CONTRACTOR TO VARIFY PLUMBING WALL DIMENSIONS 12" ON / I (TYP) El STUCCO �IGNT STUCCO LEFT NOTESI ALL OVERHANGS ARE I' 5/12 PITCH ROOF 12" ON (TYP) 12" OH (TYP) 16"XF COLUMN y EL EV/AT I ONS 114 SCALE THESE PLANS AND ALL PROPOSgO WORT. ARE SUBJECT TO ANY CORRECTIONS REQUIRED Si' FIELD INSPECTORS THA" NIAV:BE NECCSSARY IN OSiDER TO. ,.:OtlMPLV WITH ALL APPLICAUL11 CODES' STUCCO 10' RIDGE VENT ASPHALT SHINGLES 10' RIDGE VENT Fill mill. Fi-�222227 FI� O I V T BANDSO 16" X 8" 8" X 8" COLUMN COLUMN "CRICKET" 12 5 HARVEV F. KUcHNEN Profassionai Engineer 32831 720A s_yse Circia Fort St. Lucie, FL 34962-321.2 (772) 4G9 3036 fax 4-Y�`"I // DWG..rBY- 7LI.Clh. 91. S—t L � D` W W Q > cn z U- cn Q a Q LIJ CV 1 nr>7 V e m m to w ON U� fn J (� H W No J Oa � CY L d t� I co 1-10 Iq IIIIIIIIIIII11C I/L 1 \ I N IIJr z 01 0 LL W U Z p o w W ofA,�a z W w °cootea ,q� a SHEET 3 DOUBLE 2 X 4. TOP PLATE FACE NAILED W/10d NAILS 0 24" O.C. Wood framed bearing wail stud at concrete connects with 3116, dia tapcons,1 D @ 12" O,c. except as shoes 2 X 4 P. T. SIQ'rT(t,� PLATE :�F --PFLITCH 2LYWOOD ITH I PLATE Ln 1 14) NAILS TOE -8d NAILED INTO STUD (2) EA. SIDE OF HEADER (2) "SIMPSON- MSTA18 0 EA. STUD 14-40d E^• L` tL ¢w Qaw dS1 a$a w ��a i' emb. V) L''J pJ O LJ a J Z 0 0 N LL -C Z N L EL. SEE PLAN 1'.;). ii3F::Af¢. 'ra{..ATIw "SIMPSON" SP4 AT EA. STUD TOP & BOTTOM W/ (6)-10d X OV' NAILS (3) EA. DIDE OF STUD�-rYP 2 X 4 WOOD STUDS 16" O,C., #2 OR SETTER Fb - 1000 PSI 24" 32 (MAX,( ? A + a •' Lil " a. FOOTING r y/Yyj INTERIOR LOAD BEARING WALL S ' WOOD TRUSSES 1 i CEILING INSTALLATION OF MErAL FRAMING , — 1/2"GYP.BRD. ALIGN RUNNERS AOCURATELYAT THE FLOOR , . AND CEILINGAND$ECURELYANCHOR . APPROX. 2° FROMRUNNER ENDS, NOT n EXCEEDING 29 O/C,. ,G AT PARTITION CORNERS, EXTEND ONE RUNNER - 8 P • CIELING HEIGHT TO THE ENDOFT14FOORNERAND BURTHE 'I n F; 4 OTHER TO IT, (SEE FLOOR PLAN) RUNNER ALLOWING CLEARANCE01 FOR THE WALLBOARD THICKNESS. VERIFY WINDOW RADIUS W Ir DO NOT MITER RUNNERS W/ MANUFACTURER �% •p USE CONCRETE STUB NAILS, SHIELD SCREWS, ^ l OR POWER DRIVEN FASTEbER$. IS "CDX" PLYWOOD BOTH SIDES W/ 2 X 4 RADIUS BLOCKING IN BETWEEN ® _ . NON -BEARING 35/8"METAL STUDS 6" O.C. (Z) 8d NAILS INTO / aQ 24" Ole W/ Mr GYP. - EA, BLOCKING THRU BRD. BOTH SIDES _ ANCHOR 2 X 6 P.T. & 25 GA, STUDS BLOCKING TO WALLS BEAM W/ 2" "HILfl" PINS j - 0 12" 0,0. ✓ ARCH OPENING DETAIL SCALE: N.T.S. I METAL RUNNER �I , 'CONCRETE FLOOR ` GAF "TIMBERLINE! ASTM D3018, TYPE 1 FIBERGLA6S SHINGLES OR "FIRESCREEN PLU 2000" ASPHALT SHINGLES ASTM D-3462 OVER 30# FELT WALL TYPICAL INTERIOR SON W/ PLYCLIPS (SEE SHEATHINGNGoA NAILING DETAIL) 2 X 4 P EFAB, NGIN ERED WOOD 19/3V_CDXPLAYWOOD "SIMPEON" MTS12 {. - EACH END 14•-IOJXI 'PfR f TRUSSES ® 24" O.C. SHEATHING TYPICAL. - (SEE TRUSS PLAN) FOR CONNECTORS) . I 2 X 4 SUB -FASCIA 2 X 4 BLOCKING METAL DRIP STRIP 8'-0" O.C. H "CDX" PLYWOOD W/ Bd I STARTING 0 RIDGE NAILS 0 4" O.C. W/15# FELT ,; :r AND PAPER BACKED, LATH 93) W/ PARGE COAT ON WIRE LATH. PROVIDE 2X4; ALUMINUM FASCIA :) o G� P BLOCKING AS REQUb FOR PLYWOOD SHEATHING NAIL ALUMINUM SOFFIT 0� GABLE END W/ 8d NAILS ®4" O.C: (VENTED) W/ HORIZONTAL s �aPx TRUSS SUPPORTS 12" O.C.— PARGE COAT "SIMPSON" MTS12 h 2 X 6 RAT RUN W/ (2) i6d NAILS "USP" HTA20 OR "�MPSON" 1X2 NAILED W/ 6d X 1 1/4'1 EACH END ti� IN EACH TRUSS HETA20 0 24" O.C.;(0 EACH NAILS ® 12" O.C. Ej VERTICAL WEB OF GABLE END TRUSS) 16d NAILS 12" - PARGE COAT --i--� ;{S . BOTT. CHORD TO 2 X 6_ TRUSSES 0 24" O.C. — yV P.T. PLATE FELT PAPER 2 X 6 P.T, WOOD PLATE W/ ' SEPARATION 1/4"0 X 3 3/4" 0 ANCHOR BOLT OR EXP, ANCHORS 0. / 8" BOND BEAM W/ 1 #5 TYPICALROOF 18" O.C. OR 1/2"0 X 7" CONT. N.T.S. EXPANSION BOLTS 0 21" D.C. FOR GAB L S 12'-LO" AND LONGER GABLELND_BRACING DETAIL N.T.S. FILE COPY PRE—ENGINEEREQ ROOF TRUSSES 0 24" O.C. (REFER TO ROOF PLAN) 1/2" DRYWALL ON CEILING DOUBLE 2X4 OR 2X6 TOP PLATE W/ (2) —16C� NAILS 0 EA. STUD TRUSS STRAP (SEE ROOF PLAN) DOOR HARDWARE J "SIMPSON SP4(2 X 4 ATTACHMENT TO 2x6 STUD) OR SP6 (2 X 6 BY DOOR MANUFACTURE STUD) EVERY STUD TOP & BOTT, GAR.G ------GYPSUM SHEATHING N.T.S, 3/16"0 X 3 1 /4" TAPCON -- ?-- ADD 2 X 4 WOOD GLASS — BLOCKING BETWEEN 7 2x4 OR 2x6 STUDS 3' R 8"//CMEEU WALL GROUTED SOLID' AT JAMBS SEE PLANS C C LL. N Is - In C14 CONT, 2x6 PRESSURE TREATED PLATE AT JAMB ffi (\I W/1/2"O ANCH BOLTS W/ WASHERS W/ 4" EMBED L" m m. AT 2'-0" O,C VERT. WITH WASHERS J M PROVIDE ONE BOLT WITHIN 9' FROM W n[L r THE TOP & BOTTOM OF JAMB PLATE' Is- y �-{ m••I V) U P DOOR JAMB ATTACHMENT LID ® LO e to r- +'-`s METAL FRAME - ' ' " - CONCRETE WOOD STUDS 0' AT 16" O.C. MAX. .y; ° MID -HEIGHT, �1 SEE PLAN LINTEL STAGGERED T" X 4 BUCK \ METAL FRAME \ill 3/16"0 X 3 1/4" CONT. 2X4 OR 2X6 P,T, 1.X 4 BUCK TAP(AN CLASS —BI-OCK WALL SP4 OR SP6 STRAP--- PLATE W/ 1/2"0 (o-10d Est ct-j J , ANCHOR BOLTS ® 32" ThNESE PIJLfd ANT) ALL PPOPOSFD WU{i:: PLAN VIEW CROSS SECTION O.C, W/ 3/16" X 2" JAMB 'p ,( DETAIL q ARE SUBJECT OANY CORRECTION'; (/ tJAMB DE I AIL 7��1 7-� DETAIL -- - s1�p DDH/ti STEEL WASHERS. 1 2' I READ DA i L AIL -^:DUI RED H, IN PE'CTOf1 ThrRI Op'rrON¢I.r' $ .EXP. BOLTS € Iav BE PLC.,,_ l a C+?,; ER TO OPTIONAL)(?" IN. N.T.S. COMPLY Wi rth ALL API LIOA 3LF. GORE.~^- FINISH FLOOR - MBEO)— SEE FOUNDATION Pt AN FOR FOOTING �� .+:•`s"' \�/\� SECTION INTERIOR LOAD BRIG WALL: TYPICAL TRUSS ATTACHED TO WOOD BEAM W/ `SIMPSON" MTS12 NAILING SCHEDULE USE 16d NAILS W/ (14)- 10d X '1 1/2" NAILS 0 12" O.C. EA. SIDE -TOP & BOTT. — (UPLIFT CAPACITY=840LBS) L12" WOOD BEAM W/ 1/2" PLYWOOD FLITC a" BLOCK WALL. 4 X 4 WOOD POST 10M1Od NAILS. a10, (181 1!4" x 2-3l4" TITENB,-----•� > ` ST22 W/ (18) - (10) X 16d NAILS (2)-1370 = 2740 LBS(CAPACITY) FRONT ENTRY --WOOD BEAM �r TO MAS01 RY DETAIL 4 X 4 WO D POST / "SIMPSON" ABU44 WOOD PO4T BASE W/ 12-16d NAILS INT WOOD POST, (UPLIFT CAPUT = 2200 LOS) USE (1) 5/8"m EDGE ANCHORS (EMBED, MIN 6") SLIDING DOOR, DOOR & WINDOW ATTACHMENT USE : 1 X 4 FOR WINDOW BUCK 1 X 6 FOR DOOR BUCK (PINE) PRESSURE TREATED WOOD BUCK TO CONCRETE. ATTACHMENT OF BUCK TO CONCRETE: 3d CASE HARDENED COIL NAILS 6" O.C. TOP AND SIDES OF OPENING. DESIGN PRESSURES FOR OPENINGS. Overhead Garage Door: +26 PSF, -29PSF All others:+30.4 PSF, -40.7 PSF FBC 2004, 130 mph 3-second gust wind speed. Importance Factor 1.0. Exposure: B, Building Category n Internal Pressure +/- ,18 Enclosed Building, Opening Protection: Shutters Z 0 IY Z Z Z OO U L U LU Ll DOLL! o < W ZD ZD DL .INSTALLED W/ WQSH€:RS FR UCTUR.AI,�VOTES: oof al in w 8d ring snank nai s " o.. fi d and edges typical, 4" field and edges within 5' of v - able ends 0.113" diameter, 0.28" head 2" BLOCKING OF ROOF SHEATHING / / / 2. StruCtUTaI um eY. 1p01 (PANEL EDGES PERPENDICULAR TO /�f '' FRAMING MEMBERS SHALL NOT BE / / Minimum lumber grade: 2x12 #2 HF, 4x4 #2 SYP, all others #2 SYP or STUD SPF. REQUIRED EXCEPT F INTERSECTION Plywood Sheathing to be APA rated CDX Structural type. OF ADJACENT ROOF PLANES, WOOD O®� r� ® �`T TO All lumber in contact with concrete to be pressure treated. 2 D P ' 1 SLAB f V L� Wood framed bearing wall first stud at concrete connected with 3/16" dia tapcons, 5 CONCRETE SLAB DETAI 1'/i' emb..@ 12" o.c, except as shown. N.T.s. 3. Headers. 1 X 4 BRIDGING (TYP,) All headers/wood beams. are 2-2xI2 except noted, bonded with 16d nails 6" o.c. T o' alp Interior bearing header w/1 '/2" bearing, strapped with 2- Simpson MTS 16 or W/ (2)-8d COMMON NAILS MSTAl8 w/14-1Od nails each end except noted, TRI)SS CONNECTOR/ - 4. Except as noted, exterior ceiling high rib lath and stucco 7/8" thickness, with 11 ga SCHEDULE & ROOF. 2" long 7/16" head nails 6" o/c. — CONNECTOR FRAMING PLAN FOR - 5, Soil bearing 2500 Sf minimum at 95% optimum compaction,contractor t0 provide. CONNEOTOR TYPE, NAI S g p p ETC. "I ? 6. Concrete to have 2500 psi compressive strength in slab and footings by 28' day; 3000 psi in beams and columns, Masonry conform with ASTM C-90, fm=1900 psi. 1/2" DRYWALL CEILING „ ;, v ,•: +s Type M mortar per ASTM C-270, fm=2500 psi. Masonry contractor to verify wall heights, beam depths, masonry opening sizes prior to construction. R-'�* INSULATION- pt hn0 o r pg119 Ls a I 7. Grade 40 steel minimum in foundation and footings, 3" minimum cove ru^Grade 60 in }� y� IN ; 4.5•p RAO(ANT FLV T(; •p. Z SIMPSON MTSMIb, i �� IRE E E3LOC p I 7-10d x 1-112" NAILS, beams and columns, lapped per ACI-318, 1 /2 minimum cer w wts /GN+ z (ap/a" x 2a/a" n1ENs 8. All construction must conform to Florida Building Code FB CONT. 1 X 2 DRAFTSTOP FOR 8d0# UPLIFT. DOUBLE FOR 16eo#. 9. Temporary bracing shall be required during the erection of woses to prevent CONT; 8" BEAM BLOCK w/ 1 #5 toppling of the trusses. Plywood sheathing must be applied as each truss is erected to CONT. W/ go- DOWEL AT NTERSECTION. (CORNER BARS To brace the to chord. The provisions for temporary bracing shown in HIB-91 shall be BE LAPPED 25") used for this bracing. The ultimate responsibility to see this bracing is installed 1/2" DRYWAL oN`veMp To Rya 2. 3 properly diming the erection process lies with the permit holder. This bracing is t X 2 FURRIN 7,extremely important for the protection of life and property during the erection process. Temporary truss bracing shall always be required. FI FOIL INSULATION 10. Fabrication of Roof and Floor trusses must be authorized by the Contractor. Prefab wood trusses must be approved by a Florida Registered P.E.: ALTERNATE I RAP a E I L 11. Contractor to obtain the latest product approvals from the manufacturers, verify safe N,T.S. pressures, expiration dates, installation specifications and suitability of the product kY T . DETAIL TA I i before installation of all building components. LLI 1J L 1- LI (TG BE UTIuzED WHEN STRAP (S MISPLACED) 12. All drawings are considered preliminary until they have been approved by the local Building Department. Do not order any work or material with preliminary drawings. 13. Contractor to layout the work, verify all dimensions, elevations, pitch, wall and ceiling heights prior to ordering any work or mate• i! 6Q4 po ";ut3l. ! TucGo 10 IiP.v4 hs Rc9 -LATH w LtH �I� &poF4H1G. lJAIuS �. (oN O..L. [:rj ._. G7KnTN16.46 AP.B.1� 'L� L b:.l�.. 1il S�l�-.►.t C'CL�t AtLB.A K6�4.�t%"( F�•K, •rL {� HARVEYE E. KOEHNEN Profeaaiop81 Engineer32831 06 C-9 rtQ54P 4 %00 - - t. LU Elyse Circle 1 �p, {pJMs.4 �. GBt4 VW Port 5L Lucie. FL 34962- smolt -es LNDOx t"t 1$O (z72J 489-aa3e rax 321z �7 - ' ' " - CONCRETE WOOD STUDS 0' AT 16" O.C. MAX. .y; ° MID -HEIGHT, �1 SEE PLAN LINTEL STAGGERED T" X 4 BUCK \ METAL FRAME \ill 3/16"0 X 3 1/4" CONT. 2X4 OR 2X6 P,T, 1.X 4 BUCK TAP(AN CLASS —BI-OCK WALL SP4 OR SP6 STRAP--- PLATE W/ 1/2"0 (o-10d Est ct-j J , ANCHOR BOLTS ® 32" ThNESE PIJLfd ANT) ALL PPOPOSFD WU{i:: PLAN VIEW CROSS SECTION O.C, W/ 3/16" X 2" JAMB 'p ,( DETAIL q ARE SUBJECT OANY CORRECTION'; (/ tJAMB DE I AIL 7��1 7-� DETAIL -- - s1�p DDH/ti STEEL WASHERS. 1 2' I READ DA i L AIL -^:DUI RED H, IN PE'CTOf1 ThrRI Op'rrON¢I.r' $ .EXP. BOLTS € Iav BE PLC.,,_ l a C+?,; ER TO OPTIONAL)(?" IN. N.T.S. COMPLY Wi rth ALL API LIOA 3LF. GORE.~^- FINISH FLOOR - MBEO)— SEE FOUNDATION Pt AN FOR FOOTING �� .+:•`s"' \�/\� SECTION INTERIOR LOAD BRIG WALL: TYPICAL TRUSS ATTACHED TO WOOD BEAM W/ `SIMPSON" MTS12 NAILING SCHEDULE USE 16d NAILS W/ (14)- 10d X '1 1/2" NAILS 0 12" O.C. EA. SIDE -TOP & BOTT. — (UPLIFT CAPACITY=840LBS) L12" WOOD BEAM W/ 1/2" PLYWOOD FLITC a" BLOCK WALL. 4 X 4 WOOD POST 10M1Od NAILS. a10, (181 1!4" x 2-3l4" TITENB,-----•� > ` ST22 W/ (18) - (10) X 16d NAILS (2)-1370 = 2740 LBS(CAPACITY) FRONT ENTRY --WOOD BEAM �r TO MAS01 RY DETAIL 4 X 4 WO D POST / "SIMPSON" ABU44 WOOD PO4T BASE W/ 12-16d NAILS INT WOOD POST, (UPLIFT CAPUT = 2200 LOS) USE (1) 5/8"m EDGE ANCHORS (EMBED, MIN 6") SLIDING DOOR, DOOR & WINDOW ATTACHMENT USE : 1 X 4 FOR WINDOW BUCK 1 X 6 FOR DOOR BUCK (PINE) PRESSURE TREATED WOOD BUCK TO CONCRETE. ATTACHMENT OF BUCK TO CONCRETE: 3d CASE HARDENED COIL NAILS 6" O.C. TOP AND SIDES OF OPENING. DESIGN PRESSURES FOR OPENINGS. Overhead Garage Door: +26 PSF, -29PSF All others:+30.4 PSF, -40.7 PSF FBC 2004, 130 mph 3-second gust wind speed. Importance Factor 1.0. Exposure: B, Building Category n Internal Pressure +/- ,18 Enclosed Building, Opening Protection: Shutters Z 0 IY Z Z Z OO U L U LU Ll DOLL! o < W ZD ZD DL .INSTALLED W/ WQSH€:RS FR UCTUR.AI,�VOTES: oof al in w 8d ring snank nai s " o.. fi d and edges typical, 4" field and edges within 5' of v - able ends 0.113" diameter, 0.28" head 2" BLOCKING OF ROOF SHEATHING / / / 2. StruCtUTaI um eY. 1p01 (PANEL EDGES PERPENDICULAR TO /�f '' FRAMING MEMBERS SHALL NOT BE / / Minimum lumber grade: 2x12 #2 HF, 4x4 #2 SYP, all others #2 SYP or STUD SPF. REQUIRED EXCEPT F INTERSECTION Plywood Sheathing to be APA rated CDX Structural type. OF ADJACENT ROOF PLANES, WOOD O®� r� ® �`T TO All lumber in contact with concrete to be pressure treated. 2 D P ' 1 SLAB f V L� Wood framed bearing wall first stud at concrete connected with 3/16" dia tapcons, 5 CONCRETE SLAB DETAI 1'/i' emb..@ 12" o.c, except as shown. N.T.s. 3. Headers. 1 X 4 BRIDGING (TYP,) All headers/wood beams. are 2-2xI2 except noted, bonded with 16d nails 6" o.c. T o' alp Interior bearing header w/1 '/2" bearing, strapped with 2- Simpson MTS 16 or W/ (2)-8d COMMON NAILS MSTAl8 w/14-1Od nails each end except noted, TRI)SS CONNECTOR/ - 4. Except as noted, exterior ceiling high rib lath and stucco 7/8" thickness, with 11 ga SCHEDULE & ROOF. 2" long 7/16" head nails 6" o/c. — CONNECTOR FRAMING PLAN FOR - 5, Soil bearing 2500 Sf minimum at 95% optimum compaction,contractor t0 provide. CONNEOTOR TYPE, NAI S g p p ETC. "I ? 6. Concrete to have 2500 psi compressive strength in slab and footings by 28' day; 3000 psi in beams and columns, Masonry conform with ASTM C-90, fm=1900 psi. 1/2" DRYWALL CEILING „ ;, v ,•: +s Type M mortar per ASTM C-270, fm=2500 psi. Masonry contractor to verify wall heights, beam depths, masonry opening sizes prior to construction. R-'�* INSULATION- pt hn0 o r pg119 Ls a I 7. Grade 40 steel minimum in foundation and footings, 3" minimum cove ru^Grade 60 in }� y� IN ; 4.5•p RAO(ANT FLV T(; •p. Z SIMPSON MTSMIb, i �� IRE E E3LOC p I 7-10d x 1-112" NAILS, beams and columns, lapped per ACI-318, 1 /2 minimum cer w wts /GN+ z (ap/a" x 2a/a" n1ENs 8. All construction must conform to Florida Building Code FB CONT. 1 X 2 DRAFTSTOP FOR 8d0# UPLIFT. DOUBLE FOR 16eo#. 9. Temporary bracing shall be required during the erection of woses to prevent CONT; 8" BEAM BLOCK w/ 1 #5 toppling of the trusses. Plywood sheathing must be applied as each truss is erected to CONT. W/ go- DOWEL AT NTERSECTION. (CORNER BARS To brace the to chord. The provisions for temporary bracing shown in HIB-91 shall be BE LAPPED 25") used for this bracing. The ultimate responsibility to see this bracing is installed 1/2" DRYWAL oN`veMp To Rya 2. 3 properly diming the erection process lies with the permit holder. This bracing is t X 2 FURRIN 7,extremely important for the protection of life and property during the erection process. Temporary truss bracing shall always be required. FI FOIL INSULATION 10. Fabrication of Roof and Floor trusses must be authorized by the Contractor. Prefab wood trusses must be approved by a Florida Registered P.E.: ALTERNATE I RAP a E I L 11. Contractor to obtain the latest product approvals from the manufacturers, verify safe N,T.S. pressures, expiration dates, installation specifications and suitability of the product kY T . DETAIL TA I i before installation of all building components. LLI 1J L 1- LI (TG BE UTIuzED WHEN STRAP (S MISPLACED) 12. All drawings are considered preliminary until they have been approved by the local Building Department. Do not order any work or material with preliminary drawings. 13. Contractor to layout the work, verify all dimensions, elevations, pitch, wall and ceiling heights prior to ordering any work or mate• i! 6Q4 po ";ut3l. ! TucGo 10 IiP.v4 hs Rc9 -LATH w LtH �I� &poF4H1G. lJAIuS �. (oN O..L. [:rj ._. G7KnTN16.46 AP.B.1� 'L� L b:.l�.. 1il S�l�-.►.t C'CL�t AtLB.A K6�4.�t%"( F�•K, •rL {� HARVEYE E. KOEHNEN Profeaaiop81 Engineer32831 06 C-9 rtQ54P 4 %00 - - t. LU Elyse Circle 1 �p, {pJMs.4 �. GBt4 VW Port 5L Lucie. FL 34962- smolt -es LNDOx t"t 1$O (z72J 489-aa3e rax 321z �7 PROVIDE. Cr hN OLJT OPENING TO IN SPEC i REINF. & TROUT RLI.., TYP, AT FIRST COURSE —� SEE PLAN & FOOTING SCHEIDULE TmS SHEET. Z Nl_ ' j f J" ii .' K c,i,i( £S SLAB (l >,t{) �iRCSl�_1.,! EUW/ F€i3t'I'?hAEy`rhp4 i S.,St i ":1R$ 1- i Y(:t.(;N #., "t li:. 'ry T('YF A TFj; �'`.I... d. 6 MI' VAPOR BARRIER z� COMPACIEE) FitI, a: TYPICAL FOOTING DETAIL sn-2 THRU WINDOW REGION .KALE :5f :" —6X6 t l.q X 1,4 A DIED FABRIC SLAB MIL :d E., ARIER . _ T.O. S .A1) \ i itJaff'A(','IT:L7 T{) B S 'i BEFORE $s OnIFIE10 P(R`(_;CTT(fi1 [\ a EYESC'ORE 1.3f1?t.;f.Fsi'N \ OF c.ONCkT'C � •i 4.. a /\7 �_.,._.__ ._-_ ..... _,.. , ...,-..,....., TYPICAL FOOTING STEM WALL„ DETAIL SD_z 1 #5 TRANSITION BAR EA, TOP OF COURSE W/ STO. HOOK 5= '_� UPPER BEAM EA. END .' ifif��'"'"" y BEAM BLOCK W/ 1 #5 BEAM BLOCK N!/ ¢ CONT. 1 #5 CONT. w 7) TOP LOWERFBEAM 1 #5 VERT. BAR IN ;LI •a FILLED CELL AAltt. . TRANSITION BEAM DETAIL N.T.S. T.O. SLAB -- EPDXY (A&B SGALE:3/4" = 1"-0 REINF, M ONRY WALL BEYOND W .._ f a 2 •{ e: •Oi 9 S �� � evade71 It` ga. o .''p .. Ye" �OY %\��\��\•/\/\�\� .•T a• e �� STEPPED P 00TING DETAIL SCALE:3/4" = 1'-0" NOTE: STEP FOOTING TO BE IN INCREMENTS OF 8" TO ACCOMODATE BLOCK MODULE 1 # 5 VERT. (FILLED CELL) SCALE . 3/4" = 1'— SECTION 3/4„ _ 1,_0„ 11 #,5 .'o T: #5 DOWEL W/ 48 BAR IIAMETERS LAP & 6" 'MBEDMENT _ TOP OF SLAB 1.o L -.t .I. Ld �, 'IjId RY C:OLUPv1iV. W 1 #5 VERT. IN EA. CELL. LAPPED C FOOTING AND EXTENDED INTO TIE BEAM FILL W/ 3000 PSI CONCRETE. (REFER YO FLOOR PLAN FOR SPECIFIC LOCATIONSI SINGLE FILLED CELL CONCRETE COLUMN SCALE: 1 1/2" = V-0" (� KEEP CELL CLEAR 1 TO ALLOW LASE OF CONCRETE POUR Am= 2 CROSS SECTION d7ERSECIING EXTERIOR BLOCK WALL BLOCK WALL3IL ,� _I "ALCOA" TRADITIONAL "F" L CHANNEL WITH CASE HARDENED NAILS ® 10" O.C. MAX ---� ALUMINUM FASCIA —� (2 X 4 FASCIA) NAILS 0.12 DIA SHANK W/ 3V DIA. HEAD 1Y2" LONG @ 6" O.C. °.; TOP OF SLAB P a "ALCOA" TRADITIONAL VENTED ALUMINUM SOFFIT #V-144 —� - - FILLED CELL MASONRY COLUMN W/ .. _ 1 VENT. IN EA. CELL. LAPPED F ® FOOTING AND EXTENDED INTO TIE BEAM. FILL W/ 3000 PSI CONCRETE. (REFER YO FLOOR PLAN \ FOR SPECIFIC LOCATIONS) -- 7 CAST-CRETE BOND BEAM DESIGNATION CKII FO Ep NORMINAL WINFA CEMENT. D ADDED CMU. O3000 P31 GROUTADDEp NORMINALHEIOHT REINFORCEMENT.]DOUBLE FILLEDTT CELT. RETE UNFEL IC O N C RE T E COLUMN NORMINAL WIDT NORMINAL HEIGHT SCALE: 1 1 /2" = V - 0" �/— QUANTITY ORCEI �� TOR REINFORCEMENT, 8�16-1`B�/1\T 3000 PSI w _z `QUANTITY OF 05 BOTTOM REINFORCEMENT. RMITE PROTECTION FOR NEW CONSTRUCTION AS PER FBC 1$ € OIL'TREATMENT USED FOR SUBTERRANEAN 1 TERMITE PREVENTION INSIDE THE FOUNDATION ! PERIMETER SHALL BE DONE AFTER ALL $ EXCAVATION, BACKFILLING AND COMPACTION IS / COMPLETE, IF SOIL AREA IS DISTURBED AFTER INITIAL I CHEMICAL SOIL TREATMENT, AREA SHALL BE ;. RE -TREATED WITH A CHEMICAL SOIL TREATMENT INCLUDING SPACES BOXED OR FRAMED. j TREATMENT MUST BE IN ACCORDANCE WITH RULES I AND LAWS ESTABLISHED BY FLORIDA DEPARTMENT. " BASED ON METRODADE NOA OF AGRICULTURE AND CONSUMER SERVICES. #01-1025.03 EXPIRATION 11-16-2006 PROTECTIVE SLEEVES AROUND METALLIC PIPING. DESIGN PRESSURES BASED ON COMPARATIVE ANALYSIS: =38.6 PSF/-25.8 PSF I PENETRATING CONCRETE SLAB ON GRADE CORNER AND INTERSECTION B®I{ F' 'I' D L®CIS i�ETAA�I N. s.ETAIL SCALE: 3/4°' f ILE CON 7iiESE PLAP�S AND ALL PROPOSED WORK ARE SUB:ECT 1 ANY CORRECTIONS REQUIRED _ : 'IELfi. INSPECTORS THAT MAY BE Ni Itd ORDER TO COMPLY WITH ALL APPLICABLE CODES. FLOORS, SHALL NOT BE OF CELLULOSE CONTAINING I i MATERIALS AND SHALL RECEIVE APPLICATION OF I TERMITICID€ IN ANNULAR SPACE BETWEEN SLEEVE AND PIPE. ......... .... j:....................... *UNIFORM SAFE LOADS BASED ON TESTS BY i I INDEPENDENT TESTING LABORATORIES WITHOUT ADDITIONAL STEEL 'ADDED TO LINTELS. ** ACTING AS A COMPOSITE BEAM WITH AN 8" - i PERIMETER BEAM - (1) #5 BAR IN THE LINTEL, (1) q #5 BAR IN THE BEAM, SPECIAL LENGTHS ADD 2" TO THE NEXT LONGER LENGTH LINTEL. ALL MITERS & NOTCHES 2" ALL THE ABOVE LINTELS EXCEED THE REQUIREMENTS OF ALL APPLICABLE BUILDING CODES. PRECAST LINTELS ABOVE ALL OPENINGS TO BE j CASTCRETE OR EQUAL. B"(H) X 8"(D) FILLED W/ I 1 I} 3000 PSI CONCRETE. LINTELS THAT SPAN 6`-0" I AND OVER ADD (1) #5 BAR MINIMUM BEARING 3 j LENGTHS B". j .................. ...._....... .:........... ............... . _. �- AT- I _. d Lt_ +� 4 ® N M N � Lu m ® W N .j .,, v m M �d •�- L0 Q. M I O 1-- C) �00 Upnl— LLI "'w V) O z Q U LLJ �a Q � 0- cri ZD f- --"'"-'-' HARVEYE.KOEHNEN Professional Engineer 32831 7205 Elyse Circle Port St. Lurie, FL 34962-3212 (772) 489-3035 fax N � LOAD CALCULATIONS FREEDOM 3 MODEL 1468 X 3 WATTS PER SQ.FT APPLIANCE CIRCUITS RANGE WATER HEATER REFRIGERATOR DRYER WASHER DISHWASHER (IF) POOL i IRRIGATION FANS 4o 240 EXHAUST FANS 2® 240 OH GARAGE DOOR OPENER GARBAGE DISPOSAL WELL PUMP SUB TOTAL FIRST 10000 ® 100% REMAINDER o 40% HEAT ® 65% TOTAL 4314 4500 12000 4500 1200 5000 1500 1500 9000 960 480 600 480 900 46934 10000 14773.6 4875 29648 DIVIDED BY 240 = 123.54 AMPS RECOMMENDED USE 150 AMP SERVICE ELECTRIC RISER DIAGRAM AWG THHN COPPER 3 ttl- 2' C tt4 COPPER TO 10' DRIVEN GROUND ROD E COPPER WATER PIPE E FOOTING REBAR I 2" VTR 1 2" VTR KPCCFN ; 3'. LAV ISLAND /CIIT O 150 AMP MAIN MLO 30 CIRCUIT PANEL 36934 150 AMP DISCONNECT (IF NEC) ELECTRICAL LEGEND 1/2 ON SWITCH 110 V. RECEPTACLE p� b` 110 V. RECEPTACLE 220 V. SPECIAL PURPOSE OUTLET a FLOOR OUTLET 0 RECESSED - ADJ.EYEBALL ' IIOV FOR FIXTURE(LITE,ETC.) RECESSED LIGHT ® EXHAUST FAN/UTE COMB1NTION ® EXHAUST FAN CEILING FAN V'Y CEILING FAN W/ LIGHT C/J��•k�CV SINGLE POLE SWITCH $3 DOUBLE POLE SWITCH O{ 220 V, DISCONNECT S® SMOKE DETECTOR FLOOD LIGHT DOOR OPENER FLUORESCENT LIGHT 019--3 ELECTRICAL PANEL �1 ELECTRICAL METER TELEVISION JACK (CABLE) bPHONE JACK O DOORBELL JK CHIMES ® SPEAKERS GFI GROUND FAULT INTERRUPT ELECTRICAL NOTES I. DISWASHER OUTLET IS TO BE UNDER SINK FOR ACCESS. 2. WIRE FOR GARBAGE DISPOSAL WITH SWITCHED OUTLET. 3. KITCHEN OUTLETS TO BE GFI, 4. FIELD VERIFY WELL PUMP AND AC EQUIPTMENT LOCATIONS. 5. ALL LIGHTING FIXTURES, RECEPTACLES, AND LIGHT SWITCHES MUST COMPLY WITH ART. 410 OF N.E.C. 6. W/P GFI OUTLET WITHIN 25' OF AC COMPRESSOR, 7. WIRE FOR GARAGE DOOR OPENER 8. ALL SWITCHES WITH DECORA ROCKER 9. ALL BEDROOMS AND FAMILY ROOM TO HAVE TV, PHONE, AND SWITCHED FAN. 10. WIRE FOR VENTLESS MICRO -WAVE, OUTLET IN CABINET ABOVE. MUST BE HOME RUN. 11. IF NEC. PRE -WIRE FOR MINI SEWER ALARM BOX OR DOZER SEPTIC SYSTEM.(FIELD VERIFY). 12. ALL SMOKE DETECTORS MUST BE A MINIMUM OF 3' FROM ANY BATHROOM DOOR. 13. ARC FAULT PROTECTION TO BE USED IN ALL BEDROOMS 14. ELECTRICIAN TO SUPPLY ALL SMOKE DETECTORS AND DOOR BELL CHIME KITS. 15. ALL CHANGES MUST BE DONE IN WRITING BY GROZA BILDERS INC. HOME OWNERS DO NOT HAVE THE RIGHT TO CREATE CHANGES WITHOUT DOCUMENTS. f(o. Arz P W .Qfbjer�b& t retj,,,,,t -Por 41( Q0 v04 /S -?-d 02o l4mP In L , v t . 3 at`c4 A&4- Q ro4ec,4e ( iPV G FCX r ece? ( "cS ELECTP..) I CAL PEQ N.E.C. m it PLAN 1/4 11 SCALE *150 AMP SERVICE *SMOKE DETECTORS AS REQUIRED *FIELD VERIFY" RECEPTACLE LOCATIONS THESE PLAN I'* A%iWOi ARE SURJYr t 0 ANY OR"50'TIONIS FjI IF'i"aCl F, i f t. LIJ 1142r CYORS THAT MAY BE Nr.:Ctz''0AY IN ORDER TO GeMp6Y WITI I ALL APPLICAMLI! CODES. • 2 GRINDER NVAC PLAN 114" SCALD THESE PLANS AND ALL PROPOSED PIG.-.:.: ARE SUBJF.CIT}'i�0 ANY ' C'MR L. JTIGwb REQUIRED UY WIELD I'48M'C"", ORG THAT MAV RF AIkrr<lla:AV IJJ f''w P^i^R if1 1010 m 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'—Or ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A& IF MULTIPLE PLY. Ail DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 30' Span or less Alk 0 degrees or less .4-1 /2 —► Line span approx. Truss must be set this way If crone used. True. le On example, ,our truss may not match. ,slat crane operator sets truss this way. 30' to 60' Span Spreader Bar hag ,___Approx 2/3 to,� Line 1/2 of Span REFER TO BCSI uss must be set this way If crane used. This ie an example, truss may not match. Insist crane operator sets louse this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A AIF2 HANC�L �� NGTE 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. UNSUPPORTED JACK CONNECTION DETAIL MTS15 Strap (ar equal) over Top Chord end under Muam Chord with tadxl.5" nails: 7 nails In Caroler Jack: 71n Hlp Canter Double straps M 5' Jacks —1K CARRIER Trusses beginning "JU" end other unsupported truss should be Installed this way. U REPRESENTS A HANGER Carrying Girder For Truss to Truss Connections see hanger/connector schedule in engineering package. as labs of tells. SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 10'-1" ABOVE FINISHED FLOOR heel = 4 1/16" SQUARE CUT END 2 x 4 Top Chord BEARING HEIGHT VARIES TYPICAL END DETAIL A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers Se,Af, Zxr%x 4.d' To -CoP GN.rPill with to*fco"o.c. rcOK s4"o1Irt• FILE COPY TF'11 SE PLANS fND AL.. FTDe O ,L]0 W,. ARE SUBJECT' n ANY rv, irldl.CT'IONB REQIIIr cD G'r r Ix a J IN, -:C TORS THA, WAY BE NECEZ� Ar y i' ,r-R TO COMPLY WITH ALL Ak'PLI'., ,D .& 99epc CONNECTOR SCHEDULE (Simpson) Dale: 5/29/11 Notes. - ----- ------ ----- ---- -- (1) Truhs to block connections are mark 'A' unless otherwise noted on layout. Contractor: Groza Bldrs _ _ _ — ;(5) Atl2,.h MV at each end with mark'X', plus one at center for lengths exceeding 14 feet. Owner Datilio '(7) Trusses to 2x6 ledger mark W. Truss Mfgr Chambers Layout Data: 12/28/10 Engr. Date: 12/28/10 HARVEY E. KOEHNEN ----_-- ---'------ -,i nrofessionut E'.nglroeer 32831 TRUSS I BRNG I QTY I CONNECTOR CONNECTED ELEMENTS ACTUAL ALLOW REMARKS(20:S Elyse Cir�te UPLIFT UPLIFT { I -.,rt "It. 1,1,: , 71 34052-.3212 ID PT. PT. ID _ 489-2036 fax 10d x 1-1/2 1 PI to Tie Beam <1810 1810 A 1 HETAL 20 I (9)_ Ply _ D 2 HETPL 20 (12) 16d Each �_ 2 Ply to Tie Beam 2229 2540 Opp. Sides ' r FF 1 HTT16 28) 16d Each To Wood Post 2229 2540 If -.- 1 X 1 MTS12 (14) 10d Truss to Top Plate _+<860 860 _ (18) 16d & 5 8 ALP w/ 5 Embed In Epoxy 4x Post to Slab 2229 4175 !� 7 - -- u VV 1 LUS26 (6) 10d x 1 1/2 290 565 FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED a RETURNED The legal description of the property where the trusses will be Installed is: The undersigned acknowledges and agrees; 1. Trusses will be made in strict accordance with this truss placement diagram 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 mall la 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 recelpl of "BCSI 1,03" summary sheel by TPI & WTCA. 5. Delivery Is to Job site. It Is the buyer'sresponsibility 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 Those reasonable shomey'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. 5. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for (his 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 peymen(s 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" DATED SIGNED FOR TITLE A spreader bar may be required per'13C311-W'to prevent Irljlry 6 damage, Multiple ply trusses must be festened together per engineering before they are set, failure to do so can result In roof collapse. Temporary and permanent bracing are 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. Tni eves must be set and braced per design 4o prefimd tnjtry R 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. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3106 Oleander Avenue Fort Pierce, Florida 34982-6423 800-551-5932 Fort Pierce 772.466.2012 Fax 772465-0711 Vero Beach 772-569-2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAILCI rCHAMBERSTRVSS.COM xacvom.:eKomur ooc ormn 90. 5/92.6 MITEK 4.2 DESIGN CRITERIA LOADING/DESIGN CRITERIA REDUCIBLE PPG nnnP ct Iru ee ear ,one a , County SAINT LUCIE Building Department FORT PIERCE Wind Design Criteria ASCE 7-2005 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 10 Non -Concurrent ottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 Wind Speed 14bmph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category B:URBAN/SUBURBAN Barrier Island No Conforms to FBC 2007/2009 AMENDED R.D.L.=Restraining Dead Load C.B.=Continuous Bracing 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. Chamber'- Truss Inc nrswinn Names' Rg876 Scale: 1 /4 = 1' 100 total trusses, 33 different trusses. MI 4: SAE ACAD: SAE Reviewed By: b/to Date: 12./28/10 FOR GROZA BUILDERS DESCRIPTION: DATILIO PA(;E 1 nf 1 r11STr)MFR INITIAI � FA0H PArF or 7 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPAGING NOTE ALL TRUSSES ARE TO BE SET AT 2.—Ol ON CENTER EXCEPT AS NOTED ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. A A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. r-nM.Ql II T Rr...S`I 30' Span or less 30' to 60' Span Spree er Bar 0 degrees or less a9 f—Approx 2/3 to__� �--_ 1/2 _10 I T Line span approx. g Llna 1/2 of Span REFER TO BCSI Truss must be set this way If crane used. REFER TO BCSI Truss must be set this way If crone used. Truss Is onexomple. your trun may not matdr. ioslst crane operator sets truss this way. This Is an example, trues 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 HAN 0L—�R NOTE 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. UNSUPPORTED JACK CONNECTION DETAIL MTS15 strap (ar equal) over Top Chord and under Bottom Chord with 1(Mx X nails: 7 "its In Carder Jack; 7 to Hip Carrier Double straps for 5' Jacks —� CARRIER JACK to Trusses beginning'JU' and 5' L other unsupported buss she /r MAXIMUM— CAW LEVERS be Installed this way. U REPRESENTS A HANGER For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder it Nalls must be as shown. Guide tabs Dome angle nails, SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 10'-1" ABOVE FINISHED FLOOR heel = 4 1/16" SQUARE CUT END 2 x 4 Top Chord BEARING HEIGHT VARIES TYPICAL END DETAIL A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers 5 :r IESE PLANS AND ALL PROPOSED WOR'r. iE SURJECT TO ANY COP HE,TIONS rFnUI I-D31 r DIN€SF Sl1RSTHAT .. , f i i i, `,-9TO _.w10t Y WI7'11 ALL APPLIi.A6LE CODES, TRUSS LAYOUT REVIEWED & APPROVED HARVEY E. KOEHNEN Professional Engineer 32831 7205 Elyse Circle Port Gnrle, FL 34952-3212 I' - 40-3035 fax d FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED a RETURNED The legal description of the property where the trusses will be Installed Is: The undersigned acknowledges and agrees; 1. Trusses will be made In strict accordance with this truss placement diagram 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 to provided by codified mall to Chambers Truss within ten (10) days of delivery the undersigned agrees the( no backcherges will be allowed. In the event such written notice Ia furnished Chambers Truss shall have three (3) business days in which (o begin repairs required, or to substitute other trusses, at Chambers option. 4. The undersigned acknowledges receipt of "SCSI 1-03- summary sheet by TP16 WTCA. S. Delivery Is to job site. It Is the buyer's' responsibility to make the job site suitable for dellvery. Chambers Trues has the sole authority to determine the suitability of the Job site or a portion of the job el(e 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 o/ trusses. Buyer Ie responsible to Chambers Truss for lowing costs due to site conditions. e. Price no 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 It no agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made a( scheduled dale 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. e. Signalurs 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 Lucle County, Florida. 11. Deslgn responsibilities are Per "National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/TPIANTCA 4 - 2002— DATED_ SIGNED FOR_TITLE — A srrfelafler bar may be required per "BCS114)3" b prevent M1psy d diarnage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result In roof collapse. Temporary and permanent bracing are 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. TnsaseS Must be set and braced per daelgn b prevarA k*Xy d, 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. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC e:59 � 1 3105 Oleander Avenue Fort Pierce, Florida 34982-6423 800-551-5932 Fort Fylerce 772-465-2012 Fax 772-"6-8711 Vero Beach 772569-2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM "^mcsosueKoarur.00c ormiw 90.5/92.6 MITEK 4.2 DESIGN CRITERIA LOADING/DESIGN RE UCIBLE County PER CODE SUCH ASS CRA 4.6 SAINT LUCIE Building Department FORT PIERCE Wind Design Criteria ASCE 7-2005 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 10 Non -Concurrent ottom 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 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category B: URBAN/SU B URBAN Barrier Island No Conforms to FBC 2007/2009 AMENDED R.D.L.=Restraining Dead Load C.B.=Continuous Bracina 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. Chambers Truss Inc. Drawing Name: 69876 Scale. 1 /4 = 1' 100 total trusses, 33 different trusses. MI 4: SAE ACAD: SAE Reviewed By:�,24, Date: 12/28/10 FOR GROZA BUILDERS DESCRIPTION: DATILIO PAGF 1 of 1 01 ISTOMF.R INITIALS FAUN PAGE � os 7