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HomeMy WebLinkAbout21750 GLADES CUT-OFF RD - SURVEY, SITE PLANSGRAPHIC SCALE 4 r'�4�BARBWRE� DETAIL D NOT TO SCALE DATE UNPLATTED (VACANT) FND. 4'x4" CM LS 3333 DETAIL D 1 \ .I i 4' BARBWIRE N89-41-19"E (D) N89'45'21"E (c) NORTH PARCEL (EXISTING GROVE) 1.1 I — — — — — -- — — — — 1------------ — — — — — — — — — — — — — — — — — — — — — — — — / — — — — — — — — — — — T / — — — — — — — — II / II II rr rl I I // I II n I 11 1 II II /I 1 II 1 12' WIDE r l of I I ROAD - f1r ) I r:; ---- --/-/--DIRT --------- - - - ----�Ir -- - - - - - - - — - - - - - - - - \ LOW AREA \ 14 ACRES t \ C4 � II II I \ N ii it N 12' WIDE I I�DIRT ROAD � I 11 II ------------------------------ u I I \ II II 12' WIIE DIRT ROAD I $ 11 11 11 ;1 SOUTH PARCEL 273.747 ACRES t 11 It (VACANT) ' 11 f / 11 111 LOVJJ AREA 11 8.1 ACRES t \ n .... ��. � ....,. x o 3 i0 N N r x z pZ 4' BARBWIRE FENCE LOW AREA 0.75 ACRES No, 19, 9 0 219.5' 30 9 FND. 2"x2' LIGHTER WOOD POST DESCRIPTION SOUTH PARCEL x x x— S89"41' That portion of Section 20, Township 37 South, Range 38 East, St. Lucie County, Florida, lying South of the North line of an easement for right-of-way in favor of Florida Power and Light Company as described in Official Records Book 253, Pages 618 and 619 of the Public Records of St. Lucie County, Florida, (the North line of said easement for right-of-way being 2323.33 feet North of the South line of said Section 20) and West of the Northwesterly right-of-way line of Glades Cut -Off Road. MICHAEL T. OWEN, P.S.M.,FLORIDA CERTIFICATE NO. 5556 11 / 11 LOW AREA / 11� \`\\ 13.9 ACRES t I\ 1\\\\ 10, NOTES: UNPLATTED (VACANT) 1) Not valid without the signature and the original railged seal of a Florida Licensed Surveyor and Mapper. 2) Description shown hereon provided by Culpepper & Terpening, Inc. 3) The last date of field work was February 02, 2002. 4) Overall parcel contains 273.747 Acres, more or less. 5) Lands shown hereon were not abstracted by this office for right-of-ways, Reservations, Agreements, and/or Easements of Record. Such information should be obtained and confirmed by others through appropriate title verification. 6) Bearings shown hereon are assumed and based on the West line of Section 20 with a bearing of N 02'21'54" W . 7) Underground Foundations and improvements were not located. 8) Low areas shown hereon are approximate and should have a more formal jurisdiction location by the appropriate agencies. 9) Bearings shown hereon are based on GPS location of St. Lucie County, Florida Primary GPS Control Network permanent reference monuments and disks stamped "CHIP" and "C&T2". Coordinates shown hereon are based on Florida East Zone, North American Datum of 1983 with the following published coordinates for the above referenced monuments: MONUMENT NORTHING EASTING "CHIP" 1076522.102 824250.441 "C&T2" 1076483.506 792815.606 10) There are numerous swales and ditches on the East side of the property. CULPEPPER & TERPENING,INC. CERTIFICATION NO. 4286 5246.17' 4476.67 (D) 4476.61'(c) CONSULTING ENGINEERS LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 (561) 464-3537 2 ( IN FEET ) 1 Inch = 200 it, FND. 4"x4" CM LS 3333 DETAIL A FND. 4"0' CM LS 5266.42' (D/c) 3333 DHu OMUit 217.85' (D) 2217.94' Ad atu GHu DHu oltu \ OHU OHU u OHU OHU OHU OHU ' FP&L EASEMEN (O.R.BOOK 253, PAGE 618) ---------------------- - -------------------------- 110.00' IINN TIN; / I / IN- � ff IIvN II C i 4'BARBWIRE `\ 1 I I 1 i DETAIL A NOT TO SCALE I I >< I I LOW AREA O 3.1 ACRES 3 it 44-, N \00. 0J.. *) r0J \ ' 190 jto 11 ZZ UNPLATTED 11 11 � J 1 o 11 �= 1 1 @ FARMLAND 4' BARBWIRE I B 30' WIDE INGRESS FENCE 8 EGRESS EASEMENT m e a n x 4'BARBWIRE 0 I FENCE 1 d i w to I � � / / 1\ SECnON/ ONE , on DETAIL B'' SET IR&C I NOT TO SCALE I' `` LB 4286 I I I I \ I DETAIL B 600 NAIL IN WOOD POWER POLE EASSUMED ELEV. 102.00' POND I I POND �--_OHU— s(�—OHUJ1P ® EXISTING WELL Z / N / ¢ DETAIL E — -r' `1 �OF SWALE G+o FORMBOARDS qP Colo 4' BARBWIRE I N69'36'39"W 1167.3T ()FENCE N89.32'40"W 1167.43' C_ — — — 2Q. 2� 1 / 29 28 LB 4286 SET 428IR&6 DETAIL C -----_ / 4'BARBWIRE / i FENCEp\\ / I \ I � 1� I r \ 4.02' SECnON LINE i LEGEND DETAIL C NOT TO SCALE IR&C = 5/8" Iron Rod w/Plastic Cap O.R.B. = Official Records Book IP&C = Iron Pipe and Cap No. = Number IP =Iron Pipe FIRM = Permanent Reference Monument CM = Concrete Monument = Center Line OHU = Over Head Utility (P) = As shown on recorded plat. ELEV = Elevation (D) = Deed FND. = Found (C) = Calculates by Field Measurement CALC = Calculates R/W = Right of Way CBS = Concrete Block Structure LS = Land Surveyor CONIC = Concrete LB = License Business \/- = Anchor and Guy Wire BLDG.= Building N.A.D. = North American Datum `70-) = Wood Power Pole P.L.S. = Professional Land Surveyor `:L = Concrete Power Pole A = Central Angle TYP. = Typical R = Radius L = Arc Length P.B. = Plat Book PG. = Page -REVISIONS- BY I DATE ADDED FORMBOARD TIE-IN ERM 6/18/02 BY DATE FIELD DN 2/02/02 CALCS.... .... ... .. DRAWN .... GLM... .2/07/02 DETAILED CHECKED MTO 2/08/02 APPROVED DETAIL E NOT TO SCALE BOUNDARY SURVEY PREPARED FOR CURTIS SHERROD :5cz �i r4nex JUN 2 0 2002 St. Lucie aa� mty Public N a IPATE:2-06-2002 HORIZ. SCALE:1"=200' IVERT. SCALE: N \A JOB No.02-006S SHEET 1 OF i GRAPHIC SCALE NORTH PARCEL (EXISTING GROVE) ( IN FEET ) 1 inch = 200 ft. FND. 4"x4' CM FND. 4"x4" CM LS 3333 V BARBWIRE N89'41'19"E (D) LS 3333 DETAIL D - FENCE „ DETAIL A, FND. 4"x4" CM N89'45 21 E (c) 5266.42' (D/G) \LS 3333 —��� 3048.5T (D) 3048.48' (C) 2217.85' (D) 2217.94' (C); OHU OHU 0HU OHU m OHU OHU m OHU OHU DHU OHU m OH OHU OHU DHU DHU ' OHU OHU OHU OLI I1 III ,/OHU OHU 011 OHU OHU OHU OHU OHU OHUFP&L EASEMEN (O.R.BOOK 253, PAGE 618) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _-_ _ --c;_ — — — — — — — _ _ — — — — — — — _ _ — — — — _ _ — _ — _ — --_ _—_ _--_--- ___---_—__--_---_----- 110_—____—_—___— _---__ -- Ci I I II I 11 II 11 I F F I I II II II 1 I I A o X I1 -+--- 0.22' 1 I 12' WIDE DIRT ROAD `x �4'BARBVdRE FENCE___________-______-___-____ U \ I o LOW AREA I LOW AREA-1 DETAIL D I I I 14 ACRES t \ I I 3.1 ACRES t NOT TO SCALE R tq I I \ H4 . 00 n IIDIRT ROAD I oR x II 1t �_ �,_12' WIDE _ ��-\a` DIRT ROAD II 1 p 30' WIDE INGRESS 4' BARSWIRE UNPLATTED // _N1\ 11& EGRESS EASEMENT FARMLAND �\ FENCE (VACANT) w _- // SOUTH PARCEL 1 1 n N 273.747 ACRES t ) ) N , / 1 ; (VACANT) Iry m �4BENeERE IdL\I o W w 00 00 82' o / ,�+ `, SECTION 1 / I \ o aro \ LINE , In DETAIL B SET IR&C LB 4286 NOT TO SCALE LOI" 'ES - - \ 8 i Af, .. I I \ - I I - -- DETAIL B DATE 4'BARBWIRE FENCE 0.43' I I I , 1 DETAIL A NOT TO SCALE UNPLATTED Q 600 NAIL IN WOOD - a- ). I .� , . 7 ...... ,�fti3l+w»', =aB211AIMw° _ 1 +k .. OP ✓ POWER POLE I 100' n'S e ASSUMED ELEV.= 102.00' AAW _-- ._ __ ._ ____- -____ ^ ^ - 'i. II III I sq,q F.' i Iz a i- .� __-O(�+FOP{ PROPO�Er, O /� "•. '' / 11\ LOW AREA 'RESIDENCE- / I I ��', u�1 13.9 ACRES 90' o / !n J `� g oa' —< OF SWALE POjo°O� O Z Z I BWRE \r q FENCE CIL "`}leo `\vlb ARE 0.775 ACR SAt\ L� / 4' BARFENCE I I N89'36'39"W 1167.37' (D) (DETAIL C ,,' • / 219.5' % N89'32'40"W 7 a 99 ce X X v —. -- — — — I L = — — — — — — — — - — — — — — 1167.43—(C) — _ — — _ _ _ S89'41'19"W (D) e 30 9 FND. 2%2" S89.45'21"W 0 LIGHTER WOOD POST DESCRIPTION SOUTH PARCEL That portion of Section 20, Township 37 South, Range 38 East, St. Lucie County, Florida, lying South of the North line of an easement for right—of—way in favor of Florida Power and Light Company as described in Official Records Book 253, Pages 618 and M9 of the Public Records of St. Lucie County, Florida, (the North line of said easement for right—of—way being 2323.33 feet North of the South line of said Section 20) and West of the Northwesterly right—of—way line of Glades Cut —Off Road. MICHAEL T. OWEN, P.S.M. FLORIDA CERTIFICATE NO. 5556 UNPLATTED (VACANT) 5246.17 4476.60' (D) 4476.61'(C) NOTES: 1) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. 2) Description shown hereon provided by Culpepper & Terpening, Inc. 3) The last date of field work was February 02, 2002. 4) Overall parcel contains 273.747 Acres, more or less. 5) Lands shown hereon were not abstracted by this office for right—of—ways, Reservations, Agreements, and/or Easements of Record. Such information should be obtained and confirmed by others through appropriate title verification. 6) Bearings shown hereon are assumed and based on the West line of Section 20 with a bearing of N 02'21'54" W . 7) Underground Foundations and improvements were not located. 8) Low areas shown hereon are approximate and should have a more formal jurisdiction location by the appropriate agencies. 9) Bearings shown hereon are based on GPS location of St. Lucie County, Florida Primary GPS Control Network permanent reference monuments and disks stamped "CHIP" and "C&T2". Coordinates shown hereon are based on Florida East Zone, North American Datum of 1983 with the following published coordinates for the above referenced monuments: MONUMENT NORTHING EASTING "CHIP" 1076522.102 824250.441 "C&T2" 1076483.506 792815.606 10) There are numerous swales and ditches on the East side of the property CULPEPPER & TERPENING,INC. CERTIFICATION NO. 4286 CONSULTING ENGINEERS LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 (561) 464-3537 — R E V I S I G N S — BY DATE - ...................... I ... ........ ..... --_ SET IR&C J S LB 4286 4'BARBWiRE ` i' FENCE I I \ I � 4.021 SECTION � I LINE DETAIL C NOT TO SCALE IR&C = 5/8" Iron Rod w/Plasti Cap IP&C = Iron Pipe and Cap IP = Iron Pipe CM = Concrete Monument CHU = Over Head Utility (P) = As shown on recorded iat. (D) = Deed (C) = Calculates by Field Mea:Irement R/W = Right of Way LS = Land Surveyor LB = License Business BLDG. = Building c0__) = Wood Power Pole M.D = Concrete Power Pole TYP. = Typical P.B. = Plat Book PG. = Page BY DATE FIELD DN 2/02/02 CALCS. .......................................... ............. DRAWN GLM 2/07/02 DETAILED ._CHECKED. MTO, 2/08/02 APPROVED i St. Lucie County Health Dept Environmental Health Section Site Plan Approved for Construction Supercedes II Previous Sit I for OSDS#dal Z D e h ri Reviewer:_ O.R.B. = Official Records Book No. = Number PRM = Permanent Reference Monument = Center Line ELEV = Elevation FND. = Found CALC = Calculates CBS = Concrete Block Structure CONIC = Concrete I/— = Anchor and Guy Wire N.A.D. = North American Datum P.L.S. = Professional Land Surveyor 0 = Central Angle R = Radius L = Arc Length BOUNDARY SURVEY PREPARED FOR CURTIS SERROD DATE:2-06-2002 HORIZ. SCALE:1"=200' VERT. SCALE: N\A JOB No.02-006S SHEET 1 OF I. DESCRIPTION SOUTH PARCEL That portion 38 East, St. North line of Florida Power Records Book of Section 20, Township 37 South, Range Lucie County, Florida, lying South of the an easement for right-of-way in favor of and Light Company as described in Official 253, Pages 618 and 619 of the Public Records of St. Lucie County, Florida, (the North said easement for right-of-way being 2323.33 line of feet North of the South line of said Section 20) and West of the Northwesterly right-of-way line of Glades Cut -Off Road. COMPUTER FILE REF. FIELD BK. PG. 02-006SEPTIC umpu IEU (VACA" CONSULTING ENGINEERS CULPEPPER & LAND SURVEYORS 2SOUTH STREET ETER P EN I N G,INC. FORTRT (772)E4FLORIDA 34!i81 OVERALL SITE - REVISIONS - BY DATE SCALE: BY DATE I SHERROD RESIDENCE DESIGNED CALCS. DRAWN PLOT PLAN DETAILED CHECKED APPROVED DATE: 4-12-02 HORIZ. SCALE: 1 "=40 VERT. SCALE: 1 "=1' JOB No.02-006 SHEET 1 OF 1 FRONT ELEVATION SCALE: 1/4"=1'-0" t �. 12 4 S",' LEFT ELEVATION SCALE: 1/4"=1'-0" BASIC WIND SPEED: 130 MPH IMPORTANCE FACTOR: 1.0 BUILDING CATAGORY: B EXPOSURE CATAGORY: ENCLOSED INTERNAL PRESSURE COEFFICIENT: 1.0 DESIGN PRESSURE: +41; —48 MPH STUCCO 12 4 12 4 THESE PLANS AAND RE SUBJECT To ALL AEWUIRED BYA0PDSED W FIELD INSPEC ORS CORRECTIONS DRK MAY BE NECESSARY IN R,AT COMPLY WITH ALL APPLICABLETo CODES. r� r \ 10 i`10 \�aCG lac i�\�0 F.G. SHINGLES \�R REAR ELEVATION SCALE: 1/4"=1'-0" RIGHT ELEVATION SCALE: 1 /4"=1'-0" DA TE: 41312002 SCALE: 114 "=1 '- 0'� PAGE 1 of 5 o= � O mN M N v O Z O� 1 REVIEWED FOR STRUCTURAL ADEQUACY IN ACCORDANCE WITH CHAPTER 12 OF SBCCI 91 SE,^ L w; H v Vl M 00 T� C v � CD(C) •� -�, 4 a' OJ o¢ C Q% O N Tcu(�J C O O U 0 W W^ H z rn� v 1 o w H N li O O F- ^ ' U w 0 Q W C. U r0 �J C) H r� V w U Q� Of N ]/� W Ln Q cF Pi l J Lo O w PRE-ENGINEERED WOOD TRUSSES SPACED 24" O.C.-__­�, R-30 BATT INSULATION 1/2" GYPBOARD (INTERIOR) OVER 1/4" PLYWOOD OR 5/8" SOFFIT BOARD (PORCH ONLY) 2 ROWS BEAM BLOCK TO HAVE (1) #5 CONT. BAR FILLED WITH 3000 psi CONCRETE. 1/2" GYPBOARD ON 1"x2" P.T. FURRING STRIPS OVER 3/ I4" RIGID IfdSULATION OR EQUAL. 4" THICK, 3000 psi FIBERMESH CONCRETE SLAB OVER APPROVED VAPOR BARRIER AND CLEAN COMPACTED, TERMITE TREATED FILL.- 16" WIDE x 16" DEEP MONOLITHIC N FOOTING W/2-#5 BARS CONTINUOUS MIN 3" COVER 0 BOTTOM BARS NAIL SHEATHING AS FOLLOW§ FOR ALL PERIMETER SHEETS, USE 10d NAILS ® 4" O.C. FOR REMAINDER, USE 10d NAILS 4" O.C. @EDGES, 6" O.C. IN FIELD. 20 YEAR DIM. SHINGLES ON 30# ROOFING FELT OVER 5/8" CDX PLYWOOD SNFATHING (SEE ENGINEERING SPECS. FOR NAILING) SEE CONNECTOR SCHEDULE 12 Z®4 24" OVERHANG I 7/8" STUCCO FINISH CONCRETE BLOCK in TOP OF BEAM METAL DRIP ON 1x2 PT OVER 1x6 L/P FASCIA WITH 20 SUB -FASCIA 5/8" CDX PLYWOOD NAILED 4" o.c. W/1od RING SHANK NAILS 6"x16" SOFFIT VENTS@6' o.c. MAX. ENSURE VENTS START@CORNERS #5 DOWEL AT EACH VERMAL BAR MIN 8' EMBEDMENT IN FOOTING MIN 30 BAR DIAMETERS IN 0 COLUMN BLOCK MIN 25 SFILICE LAP. CONT. FROM TIE BEAM TO FOOTING 04' O.C. MAX. (#5 LAP BAR 30 DIA. MIN.) GROUT BLOCK VOIDS AROUND EACH DOWEL WITH 3000 PSI CONCRETE, FINISH FLOOR FINISH GRADE 4 TYPICAL BLOCK WALL SECTION — TYPICAL REAR PORCH HEARING HEADER SCHEDULE IL) NAILING OPENING JACKS FULL S7UDS P.F_ GGEDO tid ©12'o.c. UP - 3'-11" ) (1) FIt'IR SifhEF; Tn h l HE-Fdj FIK @ - D,I /AL)! H -IF Dl_11 E H D k `�!_� L I' I`AI_Nv �-EI�. 1': (' AC!<S F11 L J1DDJ P.F FR-[ 1 UP TO 3'-11" 1) �1) 51 ICI I I AI E�LU a, GENERAL GENERAL NOTES : 1. Construction shall Follow 'Standard Building Code' as adopted by the county and as applicable to the area in which the building is to be constructed with all applicable amendments. 2. The contractor, Subcontractor, Supplier, etc, shall verify all dimensions, conditions at job site, plans, specifications, etc. 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 in accordance with FOC2001 (130mph) 2. Soil bearing capacity. 2500 PSF 3. All structural concrete and grout shall have a minimum compressive strength of 3000 PSI at 28 days. 4. Slab / Footings to be concrete with minimum 2500 PSI compressive strength at 28 days. See plans For size and steel requirements. 5. Minimum concrete protection for reinforcing bars : Footings = 3" Beams 1-1/2" Suspended Slabs =1" 6. Lop all reinforcing steel a minimum of 48 bar diameters. Grade 60 steel minimum in beams & columns. 7. All lumber in contact with concrete or masonry shall be pressure treated. & Splitting or cracking of structural components due to installation of hardware is not permitted. 9. Unless otherwise noted, the installation of specified hardware shall conform to manufacturers installation instructions and standard practices. 10. Bearing points of trusses shall have vertical studs in a number equal to the number of plies of the bearing member when the bearing member is 2 or more plies unless noted. 11. Roof sheathing to be nailed with 10d Galy. nails or equal 4" o.c. edges and 6" o.c. field, unless specified otherwise. 12. Unless otherwise noted for exterior walls, plywood sheathing is to be nailed with 10d or better nails at 4, o.c. edges, 6" o.c. field. 13. Attach 1 x P.T. window bucks with (3) 3/I6" Dia. by 3 1/4" Long log screws equally spaced w/2 1/4" embedment. Attach 2 x P.T. garage door bucks with 1/2" Din. 6" embedment wedge Bolts 024" o.c. SECTION @KITC1JEN SINK I/2"_I'_.0• OLUMN POST BASE R 41 —8 7'—B" 1 6'-4" WNW- pQOa ° ° POST CAP STUCCO RETURN 2x6 P.T. CHEIGHT of DOOR SET 1/2" INTO OPENING - GARAGE DOOR HARDWARE - SQUARE FOOTAGE A/C AREA GARAGE ENTRY PORCH TOTAL 2274 608 208 407 = 3497 EXTERIOR FACE of WALL FILL CELL W/3000 PSI CONCRETE AND (1) #5 VERT. al o DOOR MANUTAGIUKLK. 1-3/4" EMBEDMENT TAPCONS or "T" NAIlS012" o.c. FILL CELL W/3000 PSI CONCRETE AND (1) #5 VERT. I VARIES EXTERIOR FACE of WALL a Goa WINDOW PER MFG. SPEC. lx2 P.T. BUCK DETAIL @WINDOWS FILL CELL W/3000 PSI CONCRETE AND (1) #5 VERT. VARIES 2-1/2" #10 TAPCON -SCR WS 08 o.c. ----REDHEADS 036" o.c. APPROVED METHOD OF or 3/8"x3" SLEEVE ANCHORS @24" o.c. ATTACHMENT AS PER DOOR MANUFACTURER. DETAIL @GARAGE DOOR EXTERIOR FACE of WALL APPROVED METHOD OF ---------- ATTACHMENT AS PER DOOR MANUFACTURER, EXT. DOOR PER MFG. SPEC. DETAIL @EXT. DOORS DA TE: 41312002 SCALE: 114 "=1 '-0" PACE 2 of 5 Cy o � rn � a p N N � �z REVIEWED FOR STRUCTURAL ADEQUACYIN ACCORDANCE WITH CHAPTER 12 OF SBCCI 91 SEAL 'v �l a00 c LO Cc a M M M O O (P ti 4 -oQ n( N ! N 0 U o` W W� Q z H%/ = 0 U V) W J H N Q0 ^ ' U w Q CD ,{.,W.,,,• t) r"n°i v H 0 0 H � w U T/1 v 1 � o w 7 O 0 rn ¢ v rr \\ o � rnp a� D �0�yy :w tq j . co a�. 7 �^ om as Q, ^ r v1 00 3C4G3. Sara= a> E 'I< �2c a�ro� c d ra a) rnWU)AN3 co i'4rf.1 .°]7 BATH #2 SANITARY RISER DIAGRAMT NO SCALE' 6x6 WOOD POST 24" X 24" X 12" CONCRETE _ PAD W/(3) #5 BARS EACH WAY TYPICAL PORCH SECTION HINGES FASTENED W/#14x5/8" SHEET METAL SCREWS. CENTER HINGES, 4 SCREWS REQUIRED. END HINGES, 4 SCREWS REQUIRED. 2 TALL, 20 GUAGE GALVANIZED STEEL REINF. U-BAR, (2) REQUIRED PER SECTION, FASTENED W/#14x5/8" SHEET METAL SCREWS. (2) SCREWS REQUIRED PER STILE. BOTTOM ROLLER BRACKET FASTENED W/#145/8" SHEET METAL SCREWS YWOOD FLITCH 1r"—o" to 1R'—o" RESIDENTIAL GARAGE DOOR DETAIL 140 M.P.H. 24"x24"x12" PAD W/(3) #5 E.W. 8"xB" THICKENED EDGE W/(1) #5 CONT. I I I I I I I I^1_______-_______ _-__-1_____r__________ L____J L____J r= ---� I I ---------- t I I 1 I I I r----� r r� 1 I I I I LJ I I I 1 1 4-___� -------------------------- 1 L____J v .• o'_n• I- A' 15" ---------- CL LBlil' 4 ------------ o p ALLPROPOSEDWDRK _ _ � THESE PIANS A� ANV COHPECTIONS '- � ______ ARESUBJECIS.�LDINSPECTORSTMAT ---- _ REQUIRED BV FsARV IN ORDERTO `-----___ RUN 2" PVC UNDER SLAB FOR FUTURE WIRING MAV BENECESAPPUCABLECOD ES. O ❑ I I z� RECESS ®SHOWER " v 4" THICK, 3000 psi FIBERI,IESH lj " I CONCRETE SLAB OVER 4'-10' _I APPROVED VAPOR BARRIER AND CLEAN wr COMPACTED, TERMITE TRE,',TED FILL— (95% DENSITY) I (PATIO/PORCH ALSO) we I r-- I I O ❑ O I I I , I I ' I I I I I I I o I in I 1 L_________________________________________________________________--- __ -- --_________J r- r-, i----� I-+-----------------------+------------- , IITT/I / L---- J1 J I 24"x24"x12" PAD I ----------- 4 --------------------------- _4 I 1 I PLUMBING NOTES 1. All work and materials shall be in strict accordance with local codes, rules and ordinances. 2. All pipe sizing and layout to be determined by a licensed plumbing contractor per codes as in #1. 3. All underground soil and waste piping to be service weight cast iron with medium weights cast iron fittings or schedule 40 P.V.C. 4. Water piping to be type "L" hard copper together with wrought copper solder fittings. 5. All hose bibs shall be furnished with Watts #8A vacuum breakers. 6. Furnish and install condensate drain piping to discharge at grade. 7. Furnish and install pressure relief valve lines and terminate at a location to provide ready visual indication of flow. Fnl INIF) A TlnNI DI ANI SCALE: 1 /4-=1 -U r--- -- I I I I I I I � I I I I I � I ! LAV � / I 4" RECESS 9SHOWER I I I I I I 1 I I I I I I I I n I I I I I I 4" STEP I I I I I I I I I I I I a I I I I I I ❑ ___ N I _ _-- - -------------- ROOF EDGE I- I -_ I EQIPMENT PAD x � — I I I I I JARAGE DOOR I � I ------------------- -------------------------------------------------------------------------------------------------------------------------------- - OI o 0 03 01 /60 OO -------------------------------------- (2i 3 SHEATHING SHALL BE FASTENED TO ROOF FRAMING W/10d GALV. RING SHANK NAILS AT 4" O.C. AT EDGES AND 6" O.C. AT INTERMEDIATE FRAMING EXCEPT AS FOLLOWS: USE 10d GALV. RING SHANK NAILS AT 4" O.C. IN ZONE 2&3. ROOF SYSTEM DETAIL NOT TO SCALE DA TE: 41312002 SCALE: 114"=1'-0" PAGE 3 of 5 Cy o � � a � I � N N � Z ray v RENEWED FOR STRUCTURAL ADEQUACY IN ACCORDANCE WITH CHAPTER 12 OF SBCCI 91 SEAL 11 _ H 00 >.pj 00 m -o rry 61 O) J i O N -i-) o U N _ r� O NCO 0J I\ r O 'Ir/�11�g11 I ~I W Wr Qz U) o W W J N O O ^ ' U fn LJ 0 W� Q r� C 1 F---I O O N F•J-I U U a O o Ln o O �i Q O w < o rn o � ELECTRICAL NOTES 1. Provide GFI circuits for all kitchen, bathroom, garage, exterior outlets and as shown on plans. 2. Provide disconnect switches of size as required by load and limits. 3. Provide pre —wired T.V. outlets for cable T.V. as shown on drawing. 4. Electric fixtures/trim and appliances shall be U.L. approved as per contract. 5. Provide non—fusable general duty safety switches at A/C equipment, and of pumps not visible from circuit breaker and as per manufacturer's recommendations. 6. All work shall confirm to National Electric Code. 7. All breaker panels to be equipped with code approved surge protector. 8. Outdoor landscape lighting and junction boxes to be coordinated with landscape consultant/company. 9. All thermostat locations to be coordinated and approved be builder prior to installation. 10. Electric ground to be tied to #5 Bars in foundation before concrete pour. 11. All loading/wire sizing and design to be determined and installed by a licensed electrical contractor. 12. Smoke detectors shall be hard wired (IIOV type) to a non—switchable kitchen or bathroom lighting circuit and shall not be connected to the load side of a ground fault circuit interrupter. 13. Keep jobsite clean at all times. 14. It is the intent of these drawings that all electrical fixtures are in good working order and power is connected to service port. 15. Smoke detectors shall be hard wired (11OV type) to a non—switchable kit- chen or bathroom lighting circuit and shall not be connected to the load side of a ground fault circuit interrupter. 16, Smoke detectors shall be located on or near the ceiling in the immediate vicinity outside of each sleeping area. Bedroom additions to existing dwellings shall be subject to the some requirements. (W/BATTERY BACKUP) 17, Smoke detectors shall be provided with visable "Power on Indicator" and test button. � Hers CS AI It ped QMMY 4o 6e Vero Wed 6y 4 r'c)-, + sojv i Ejrea� SYMBOLS 7� MEDICINE CABINET 11 FLOOR DRAIN TOILET PAPER HOLD TOWEL BAR �-f HB HOSE BIBB WP WATER PROOF GFI GROUND FAULT INT +42" 42" HIGH OUTLET ® FLOOR OUTLET ® 220V OUTLET SWITCHED OUTLET db OUTLET CEILING FAN FAN O FAN/LIGHT SWITCH �- FLORESCENT LIGHT DOUBLE SPOT LIGHT WALL MOUNT LIGHT RECESSED CAN LIGHT PC PULL CHAIN LIGHT Cam ELEC. PANEL BOX r 1 CHIME DOORBELL s/n SMOKE DETECTOR ® SPEAKER ® PHONE LJ TV ELECTRIC METER 200 AMP MAIN BREAKER 30 CIRCUIT, 3W, 1 PH. ELECTRICAL PANEL UNDER GROUND SERVICE BY F.P.L. GRADE A/C DISC. --� (2) 4/0 AL , (1) 2/0 AL 2 CONDUIT I I I I I #4 CU. GROUND I DRIVEN ROD & H.B. I I FOOTING COPPER•1 1 ELECTRICAL RISER DIAGRAM X T. S. m a 0 N ------------------------- _______________J ELECTRICAL LOAD CALCULATIONS L----------------------------------------j I I POLES DESCRIPTION WATTS L________________________________________ I � 2 RANGE W/ OVEN 80DO I 2 CLOTHES DRYER 5000 ' I 2 WATER HEATER 4000 1 WASHER 1500 1 DISHWASHER 1200 2 APPLIANCE CIRCUITS (ref+1) 3000 1 MICROWAVE 1500 1 WELL PUMP 1840 I 1 WATER PUMP 1657 1 GARAGE DOOR OPENER 850 1 DISPOSAL 1200 9 GENERAL LIGHTING & RECIPTACLES CIRCUITS= SQ. FT. X WATTS 2274 3 SUB TOTAL I 1ST 10 KW @ 100% REMAINDER ® 40% I I HEATSTRIP LOAD 0100% 10 KW (2 CIRCUITS) HEATSTRIP LOAD 0 65 % ! COND. UNIT LOAD ® 4 TON ( 2 CIRCUITS ) GREATER LOAD A.H.U. FAN MOTOR LOAD TOTAL LOAD IN WATTS I I TOTAL LOAD IN AMPS (WATTS/240) I TOTAL NUMBER OF CIRCUITS 6822 36569 10000 10627.6 10000 6500 5280 6500 650 I I 37777.6 I I 157 I 28 I PROPpS`'D�gr��K 0{�SEPt�Nc ENO ANt OpRREO�ONS OiORS f pRtrSUB� BV p1rr4D 1NS ORDER�O R�pU1R NECESS�y 1N Opg1.ECODES• Mal SE..wntH ALV pPPU ELECTRICAL PLAN SCALE: 1J4"=1'-O" iEwED uu�S, p}�p %H 'Ot Tot pN1 t* iu��DoNa0 rj� E I�a tiP 9 LAYOUT SCALE: 1/8'=1'-O" 2" PVC UNDER SLAB TO OPPOSITE END OF HOUSE (FOR FUTURE USE) DA TE: 41312002 SCALE: 1/4"=1'-0" PACE 4 of 5 4O M W O N I � N v O� v Z REVIEWED FOR STRUCTURAL ADEQUACY IN ACCORDANCE WITH CHAPTER 12 OF SBCCI 91 SEAL �1 G rr�� a wl V l U 00 C Ili -0 f') CO M I1�/' 00 o) 1 \ C) � 0- li U Q Q I Q� a I4 W Wr z H o U) fn Q U 0 0 ~ ^ ' U N W 0 WC-D a C 0 0 H (V H LI W U [~f a � Ln " ro o o `o � � OC% r \ v 0 W 3 o CD� M < LO rn TRUSS NOTES 1. Wood Trusses, which are to be fabricated by a licensed fabricator, shall be furnished in accordance with designs prepared, signed and sealed by a Florida Registered Professional Engineer and specifications as outlined by the "National Design Specifications for Stress Grade Lumber and it's Fastenings by American Institute of Timber Construction (latest revision) and "Design Specifications for Light Metal Plate Connected Wood Trusses", by Truss Plate Institute. 2. The design and shop drawings, as well as the fabrication of wood trusses, will be subject to the inspection and approval of the Engineer at all times. 3. The handling and erection and fixing of wood trusses shall be in accordance with the specifications noted on the design drawings of staid wood trusses. 4. All engineered headers and truss hangers to be supplied by truss manufacturer. 5. All headers not called out to be Min (2)2xl2 Hem/Fir. 6. Layout is a guide for bearing determination, feasibility and architectural aide, and truss manufacturer is responsible for final layout, spans, and all truss / header engineering. LINTEL CROSS SECTIONS 8F32 #5 REBAR AT TOP, (1) MINIMUM APPROVED MASONRY UNITS (TOP COURSE ONLY)(BEAM BLOCK) W/#5 BAR(S) AS REQUIRED BY UPLIFT TABLE, CONTINUOUS AROUND PERIMETER WHERE TIE BEAM EXISTS, FILLED WITH CONCRETE. ❑PTIONAL COURSE(S) CIF BLOCK AS REQUIRED, FILLED WITH CONCRETE. #5 REBAR AT BOTTOM OF LINTEL CAVITY HIGH STRENGTH LINTELS BY CAST-CRETE, FILLED WITH CONCRETE. "CAST-CRETE" LINTEL SCHEDULE LINTEL SAFE APPLIED SAFE APPLIED REMARKS MARK LENGTH GRAVITY GRAVITY UPLIFT UPLIFT 0 6'-6' 3263 1175 1733 1218 BF16-11I/1T 0 4'-0' 2325 1175 1878 1218 8FB-OB/1T 30 4'-0' 2325 893 187E 909 8F8-0B/1T 0 4'-0' 2325 141 1B78 151 8FB-OB/1T O5 4'-0' 2325 141 1878 151 BF8-OB/1T O 4'-0' 2325 141 187E 151 8FB-OB/1T O7 4'-0' 2325 1269 1B78 1321 8F8-0B/1T O 4'-0' 2325 1269 1878 1321 BF8-OB/1T O 9'-4' 2544 1269 1550 1321 8F20-1B/2T 4'-0' 2325 1222 1878 1265 8178-013/1T 11 5'-10' 1459 1175 1272 1210 8F8-1B/1T 12 4'-0' 2646 1716 1878 1804 8F8-1B/1T 13 4'-0" 2325 1598 187E 1656 8FB-OB/1T 14 7'-6' 2385 1081 1475 1132 8F16-013/1T 15 7'-0' 1029 141 959 151 BF8-013/1T 16 3'-6' 3138 141 2165 151 8F8-0B/1T 17 4'-0' 2325 705 1878 720 8F8-0B/1T 18 4'-0' 2325 705 1878 617 BF8-0B/1T 19 4'-0" 2325 705 187B 720 BF8-0B/1T �0 4'-0' 2325 705 1B78 720 BF8-OB/1T 21 17'-4' 530 141 236 151 BF12-1B/1T 22 3'-6' 3138 893 2165 909 BF8-013/1T 23 4'-0' 2325 1269 1878 1313 BF8-0B/1T 24 4'-0' 2325 1269 1B78 1313 B178-013/1T r I I I I TYPICAL OUTLOOKERS024" o.c. L m� I � I r pl I F I I I I k OI I I l 1 I 30' to 60' Span Spreader Bar kTa9 44 Approx 2/3 to —� Line 1/2 of Span REFER TO HBI-91 Truss Must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. ROOF 20 "T" BRACE @C/L, 4' EA. SIDE ATTACH TO VERT. W/4 16d NAILS WOOD -- ROOF TRUSSES 20 OUTLOOKER DROP GABLE -- \'Tr Uss 2x4 BLOCK AS REQ'D7 i i 1/2" MIN. GYPSUM_% CEILING DIAPHRAGM NAIL ® 7' O.C. 5d NAILS --� OR GW854 BOND BEAM - CONCRETE BLOCK V1.1 i CLIP GABLE END NAIL IZlOd @4" o.c. _NAIL Bd @6" o.c. EDGES 12" o.c. IN FIELD :x4xl2 MIN. BLOCK NAILED TO EACH BLOCKING MEMBER W/ 2-16d NAILS IN EACH MEMBER 2-16d NAILS '-2x4 BLOCKING STAGGERED -TRUSS ANCHOR ASSEMI OR OTHER CONNECTOR PERFOMANCE RATED ENDWALL FOR GYPSUM CEILING DIAPHRAGM --------------------------------------------------- SCALE: 3/4" =1'-O" 15 DROP GABLE END 16 TRUSS LAYOUT SCALE: 1/4'=1'-0" NOTE: ARCHITECT 10 REVIEW TRUSS MANUFACTURER SHOP DRAWINGS COMPLETE WITH DESIGN UPLIFTS PRIOR TO CONSTRUCTION CONNECTOR SCHEDULE "A" = 1, MGT, CONNECT WITH 5/8" WEDGE BOLT AND (22) 10d NAILS, 3 PLY GIRDER TO BOND BEAM. 3330# ALLOWED "B" = 1, HHETA20, CONNECT WITH (17) 10d NAILS FOR 1 PLY TRUSS TO BOND BEAM. SEE NOTES THIS PAGE FOR ALL OTHER TRUSS AND —RAFTER CONNECTIONS. 1860# ALLOWABLE U Truss to truss connectims by truss company Locations and connections only unless specified in connector schedule, strap trusses for 1500/ uplift at each bearing with (1) HETA16 11-10d Typical outlookers, 2x4 ®24" o.c., 5001 uplift each bearing. Secure with H25A at tap chord of drop GE and to jack top chord with 10-8d nails. Typical GABLE END: One strop 024' o.c. HETA16 wAll) 10d nais Typical COMMON and END JACKS (7' or less) 500=uplift HETA16 wA6) 10d nais or with MSTA18 w/(10) 10d nails per strop as appropriate. Post connections; Base, ABU44 or equal; Top, (2) MSTA18 w/(4) 10d noils Header connections; (2) HETA16 w/(11) 10d noils per strap or (2) MSTA18 wA14) 10d nails per strap or MBHA or equal as appropriate unless noted TYPICAL JACK BEARING LOCATIONS O.S. DA TE: 41312002 SCALE: 114 "=1 '— 0" PAGE 5 of 5 O W �< o= �Q � O " v Z (C` v o VIEWED FOR STRUCTURAL A QUACYIN ACCORDANCE WIT CHAPTER 12 OF SBCCI 91 SEAL ­<_, - _W �I ` T00 V C00 V �O M cn C) N M � w U Q CDI AQ o� pQ Oa U 6 H w� q z Fes{ o WU Qw 0 O ^ ' U N w 0 W� a O O H (Y w d' N o m o � j O p M Cn o a o m � v Q O (2y w W FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURI The legal description of the property where the trusses will be installed is: AID h-tA.IVL0L_i✓iz 1V C.">T= UNLESS NOTED ELSEWHERE ON THI5 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 GODS AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR, 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 Tt1EY ARE SET. DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 30' 5pan for less GO degree or less 30' to GO' 5pan Spreader Bar _ Wag 4-- Approx 2/3 to --� Tag Line span approx. `"` 1/2 of span TO HIB-91 REFER TO HIB—ql Truss must be set this way if Gvane Truss must be set this way if crane used. This is an example. truss may not mat Truss is an example. your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this Truss to Truss Connections consist of hangers only. No bolts. nails or tie downs will be supplied by Chambers Truss. ASCE 7-98 BUILDING CATEGORIES SUMMARY Category Nature of occupancy Buildings and other structures that represent a low hazard to human life in the event of failure including, but not limited to: Agricultrual facilities; Certain temporary facilities; Minor storage facilities. II All buildings and other structures except as listed in Categories 1,111 & IV Buildings and other structures that represent a substantionl hazard to Ill human life in the event of failure including, but not limited to Buildings and other structures: where more than 300 people congregate in one area; day—care facilities with capacity greater than 150; capacity greater than 500 for colleges or adult education facilities; health care faclites with a capactiy of 50 or more resident patients but not hoveing surgery of erngency treatment facittes; jails and detention facilities; Power generating stations and other public utility facilities not included in Category IV. Building and other structures containing sufficient quanties of toxic, explosive or other hazardous substances to be dangerous to the public if released including but not limited to: Petrochemical facilities•, Fuel Storage facilities; Manufacturing or storage for hazarduous chemicals /orexclosives. IV Buildings and other structures designed as essential facilities including, but not limited to: Hospitals and other health—care facilities having surgery or emergency treatment facilities; Fire, rescue and police stations and emergency vehicle garages; Designated earthquake, hurricane, or other emergency shelters; Communications centers and other facilities required for emergency response; Power generating stations and other public utility facilities required in an emergency; Buildings and other structures having critical national defence functions. HANGER SCHEDULE USE HUS26 or TUH26 EXCEPT AS SHOWN CARRIED CARRIER TRUSS TRUSS HANGER ID TOTAL HANGER COUNT=10 u REPRESENTS A HANGER upset=1/4" heel=3 15/16" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL 7/11 INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1 ABOVE FINISHED FLOOR NOTE: ALL BEAMS AND OUTLOOKERS BY BUILDER T°�'''r_��, n� t ODANY COFtREnpo� K MEN 1tEC1Ul�+�.D C�55AF1V IRa pF1DE ECODES. "XL APPt.1cA9 25.-8.. 4. See Connector Schedule for variations to above. 10 _d" novations Inc en Circle, Suite 5.204 34952(561)971-4998 Registered Architect: AA0003598 CONNECTOR SCHEDULE: 5. Gable Truss vertical web members and bottom cord to concrete/CBS tie beam connections at each vertical with: AV Single ply truss to concrete tie beam: Stepson: MSTA15, 7-1 OD nails to truss Applied load: -1596 Ibs &-17471bs; 4- 1/4" x 2 1/4" Titens screws Connector: Simpson: HHETA20, 17-I0Dx 1 1h" nails; Allowable Uplift: 9001bs. Allowable Uplift: 18601bs. 'rvU,55 'D.Q11ji LI t1�k,ss �u u � vetr, The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this layout, which is the sole author. 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 ter days of delivery the undersigned agrees that no backcharges will be allowed. In the such written notice is furnished Chambers Truss shall have three (3) business days in , to begin repairs required, or to substitute other trusses, at Chambers option. 4. The undersigned acknowledges receipt of"HIB-91" sheet by Truss Plate Institute 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitab delivery. Chambers Truss has the sole authority to determine the suitability of the job sit( portion of the job site for delivery. Chambers Truss will be responsible for dump delivery The buyer is responsible for additional delivery expenses if Chambers Truss has to red because job site is not prepared for delivery or buyer is not prepared for delivery of tru 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 ma 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 suin agreed to, or agreement a reasonable price. Invoice will be made on delivery and paid within terms t on delivery. Invoice may be made at scheduled date of delivery if buyer cannot a( delivery of fabricated trusses. The undersignerb agrees to pay Chambers Truss reasol attorneys fee for collections in event of payment not timely made. 1-1/2 %per month se charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all teens hereii 9. In consideration of Chambers Truss extending credit for this material the undersi unconditionally guarantees payment when due of any and all indebtedness owe Chambers Truss by any entity receiving material and the undersigned agrees to pay indebtedness including attorneys fees, if default in payment for material be made b\ recipient. 10. In the event of any litigation concerning this agreement, the items furnished hover or payments referred to herein, the parties agree that the sole venue for any such actin be Saint Lucie County, Florida. 11. Design responsibilities are per "Standard Design Responsibilities WTCA-1995" DATED rit y A spreader bar maybe required as per "HIB-91"to prevent injury & damac Multiple ply trusses must be fastened together per engineerir before they are set, failure to do so can result in roof collapse Temporary and permanent bracing are required and ;.an save and property and is the responsibility of the truss erector. P. Study the contents of the information packet included on deliv before setting trusses. Trusses must be set and braced per design to prevent inju &damage Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or an other concentrated loads on trusses, this can cause collapse DO NOT SET TRUSSES USING THIS LAYOCJ7 USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSE: CHAMBERS TRUSS INC 3105 Oleande�,Avenue , Fort Pierce, Florida�34982-6423 800-551-5932 Fort Pierce 561-465-2012 Fax 561L465-8711 Vero Beach 561-569-2012 Stuart 561-286-3302 - Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM H:\OOLffORMS\CONTLIV➢OL 1/26/00 60.0/60.3 MITEK 4.0 DESIGN CRITERIA PERDCODE DSUICH ASCRITERIA 160D6C'BLE County SAINT LUCIE Building Department City of PORT ST LUCIE Wind Design Criteria ASCE 7-98 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 7 Bottom Chard Live 0 Bottom Chord Dead 10 5 TOTAL Load 37 12 Duration Factor 1.25 Wind -`.peed 140mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. C.B.=Continuous Bracing Highest Mean Height 13'-9" Building Type ENCLOSED Building Category II: Non Restrictive Exposure Category B: URBAN/SUBURBAN Miles from Ocean 4 Conforms to Florida Building Code 2001 R.D.L.=Restraining Dead Load 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: 52559 Scale: 1 /4 = 1' 64 total trusses, 26 different trusses. MI 4: PAD ACAD: PAD Reviewed Date: 05/03/02 Revised: 05/07/02 FOR SHERROD CONSTRUCTION CO. DESCRIPTION: SHERROD RESIDENCE PAGE 1 of 2 CUSTOMER INITIALS EACH PAGE 52559 f a ► 1-PROpOSE�W�K vsssi'1R:d .ee RMa6cl (0 f;tdY CO�;PEn 1�Ys�T A ZONES:##HORZ. LENGTH PITCH 1= 20'-10" 4 12 B ZONES:##HORZ. LENGTH t= 23'-10" PITCH 4 12 B 1 ZONES:#HORZ. LENGTH PITCH 1= 23 —10" 4/12 132 n..— ,. o 3%,' I C4v.i Wes' Q ylgoR h NES:##HORZ. LENGTH PITCH MpYBENSCS55t COD 1= 23'-10' 4/12 B ZONES: HORZ. L NGTH PITCH 23'-1QF'' 4/12 2= 20'-10" 3= 41'-8" 4/12 Flat 2= 23'-10" 3= 47'-8" 4%12 Fllat 2= 23'-10" 4/12 +ra>VWI „ AL1 APPLICABLE 2= 23'-8" 3 " 2= 23'-10 4/12 3= 47'-8" Flat 3= 47 —8 Flat Flat 3= 47'-8 Fiat BEARING LOC 41'-4" SIZE 8" BEARING LOC 41'-4" SIZE 8" BEARING LOC SIZE BEARING LOC SIZE BEARING L®O SIZE 8'-4" 8" 8'-4" 81, 41'-4" 6'-8 3/8" 8" 1'-3 7/ " 41'-4' 4'-4" 8" 8" 41'-4" 5'-3 1/4" 8" V-3 7/E 1 1/2" 3" 47'-6 1 /2" 3„ 47'-6 1/2" 3 47'-6 1/2" 3;' 47'-6 1 /2" 3" 1 1/2" 3 1 1/2" 3 ' 1 1/2" 3' 1 1/2" 3' t 2 1 2 t 2 1 2 1 2 3 3 3 I 3 3 TRUSS ID: SPAN A 41'-8" QTY: 3 HGT: 7'-3 1/4" TRUSS ID: B SPAN 47'-8" QTY: 10 HGT: 8'-3 1/4" TRUSS ID: B1 SPAN 47'-8" OTY: 1 HGT: 8'-3 1/4" TRUSS ID: SPAN 82 47'-8" QTY: 4 HGT: 8-3 1/4" TRUSS ID: B3 SPAN 47-8 QTY: 1 HGT: 8'-3 1/4" OVERHANG LEFT: 2'-0" RIGHT: 2'-0' OVERHANG LEFT: 2'-0" RIGHT: 2'-0' OVERHANG LEFT: 2'-0" RIGHT: 2'-0' OVERHANG LEFT: 2'-0" RIGHT: 2'-0' „ OVERHANG LEFT: 2'-0" RIGHT: 2'-0' HEEL LEFT: 3 15/16" RIGHT: 3 15/16" •• HEEL LEFT: 3 15/16" RIGHT: 3 15/16" HEEL LEFT: 3 15/16" RIGHT: 3 15/16" HEEL LEFT: 3 15/16" RIGHT: 3 15/16" HEEL LEFT: 3 15/16" RIGHT: 3 15/16" B ZONES:##HORZ. LENGTH PITCH f= 23'-10" 4/�12 ZONES:##HORZ. LENGTH i= 16'-10 PITCH 4/�12 1 ZONES:##HORZ. LENGTH 1= 16'-10" PITCH 4/�12 ZONES:##HORZ. LENGTH 1= 8'-6" PITCH 4/�12 D ZONES: HORZ. LENGTH 7= 18'-4" PITCH 4/�12 3= 47'-80" Ffat2 3= 33'-8" Ffat2 3= 33'-8" F(at2 3= 25'-4 Ffat2 3= 36'-8" F(ot2 BEARING LOC 41'-4" SIZE 8" BEARING LOC 8'-4" 8'-4" SIZE 81, BEARING LOC 8'-4" SIZE 81, BEARING LOC 25'-0" SIZE 8" BEARING L©C SIZE 8 —4' 8" 8" 33'-4' 8" 1 3/4" 3 1/2' 7'-8 1 /,4" 36 —4" 111 7/16" 47'-6 1/2„ 3" 1 1/2„ 3" 1 1/2" 3" LL t 2 1 2 .. 3 3 3 3 TRUSS ID: B4 QTY: 1 TRUSS ID: C QTY: 3 „ TRUSS ID: C1 QTY: 1 TRUSS ID: C2 QTY 10 TRUSS ID: D QTY: 1 SPAN 47'-8" HGT: 8'-3 1/ 4" SPAN 33'-8' HGT: 5'-11 1/4 SPAN 33'-8' HGT: 5-11 1/4" SPAN 25'-4' HO : 5—,1'i 1/4" SPAN 36'-8" HGT: 6'-5 1/4" OVERHANG LEFT. 0' RIGHT: 2'-0' OVERHANG LEFT: 2'-0' RIGHT: 2'-0" OVERHANG LEFT: 0' — RIGHT: 2 0 OVERHANG LEFT. 0 RIQ T: 2 —0 OVERHANG LEFT: 0' RIGHT: 2'-0' HEEL LEFT: 3 15/16" RIGHT: 3 15/16" HEEL LEFT: 3 15/16" RIGHT: 3 15/16" HEEL LEFT: 3 15/16" RIGHT: 3 15/16" HEEL LEFT: D G E C S-1 1/4" RIGHT: 3 15/16" NES: HORZ. LENGTH PITCH 1# 16'-10 4/12 HEEL LEFT: 3 15/16" RIGHT: 3 15/16" ZONES: HORZ. LENGTH PITCH 18'-4' 4/12 D 1 j ZONES: HORZ. LENGTH PITCH — % 18'-4" 4/12 D ZONES: HORZ. LENGTH PITCH i# D G E A 20'-10" 4/12 ZONES: HORZ. LE TH PITCH 1# 12'-6 1 �" 4/12 D G E D M 2= 18 4' 4/12 L 2= 18 —4 3= 36'-8" 4 12 Ffat a 2= 20'-10" 3= 41'-8" 4/12 Flat 1= 16'-10" 3= 33'-8 4%12 Flat Z= 12 —9 1/2" 4�12 3= 36 —8 Flat BEARING LOC SIZE 3= 25 —4' Ffat BEARING LOC 5'-7 5/8" SIZE 11 7/16" S-7" 11 7/16" 36 —4' 8 36'-4" 8" 1 2 t 2 1 2 I t 2 1 2 3 3 3 3 TRUSS ID: D1 QTY: 1 TRUSS ID: D2 QTY: 1 TRUSS ID: DGEA QTY: 1 TRUSS ID: DGEC QTY: 1 TRUSS ID: DGED QTY: 1 SPAN 36'-8" HGT: 6'-5 1/4" SPAN 36'-8' HGT: 6'-5 1/4 SPAN 41'-8' HGT: 6'-11 9/16" SPAN 33'-8" HGT: 5'-7 9/16" SPAN 25'-4" HGT: 4'-3 7/16" OVERHANG LEFT: 0' RIGHT: 2'-0' OVERHANG LEFT: 0' RIGHT: 2'-0' OVERHANG LEFT: 0' RIGHT: 0 OVERHANG LEFT: 0" RIGHT: 0" OVERHANG LEFT: 0" RIGHT: 0" HEEL LEFT: 3 15/16" RIGHT: 3 15/16" HEEL LEFT: 3 15/1155" RIGHT: 3 15/16" HEEL LEFT: 0 1/4" RIGHT: 0 1/4" HEEL LEFT: 0 1/4" RIGHT: 0 1/4" HEEL LEFT: 1 1/4" RIGHT: 0,1/`4" E ZONES: HORZ. LENGTH PITCH f — 15'-10 1//2" 4 12 #2 F - ZONES:##HORZ. LENGTH t= 14'-0" PITCH 4/12 G ZONES:##HORZ. LENGTH PITH; 1= 12'-6 1 2" 4 2.' / / G E A ZONES: HORZ. LENGTH PITCH — — 11'-8" 4/12 G R A ZONES:##HOR LENGTH 1= 18'-4" PITCH 4 12 9`-5 1/2 3= 25'-4" Flat Flat 2= 11'-4" 3= 25'-4" Flat Fiat . 2= 12'-9 1/2" 3= 25'-4" 4 /12 Flat 2= 11'-8" Flat - 2= 18'-4" J" 3= 36'-8" 4�12 Ffat BEARING LOC SIZE BEARING LOC 25'-0" SIZE 8" LOC S8" BEARING LOC SIZE 2 _ 8" 8.> 25'-0" 4„ 8„ _ _ ;. 1 2 z 1 t z I 1 1 z / 3 3 3 2 TRUSS ID: SPAN E 25'-4" QTY: 1 HGT: 5'-7 7/16" TR SS ID: F Sp : 25'-4" QTY: 1 HGT: 4'-11 15/16" TRUSS ID: G SPAN 25'-4" QTY: 6 HGT: 4'-7 1/8" TRUSS ID: SPAN GEA 11'-8" QT 'r 1 H( 4'-2 5/8" TRUSS ID: GRA SPAN 36'-8" QTY: 1 HGT: 6'-5 1/4" OVERHANG HEEL LEFT: LEFT: 2'-0" 3 15/16" RIGHT: 0' RIGHT: 5'-7 7/16" OV HANG LEFT: LEFT: 2 —0 RIGHT: 0" 3 15/16" FLIGHT: "4',- 11 15/16" OVERHANG LEFT: 0 HEEL RIGHT: 2'-0' I OVERHANG LEFT: 2'-0' R18r T: 0 OVERHANG LEFT: 0" RIGHT: 2'-0' HE- LEFT: 4 15/16" RIGHT: 3 15/16" HEEL LEFT: 3 15/16" RIGHT: 4'-2 5/8" HEEL LEFT: 3 15/16" RIGHT: 3 15/16" S G E A ZONES:#H03Z. LENGTH PITCH v 1 O ZONES: #HOROZ_OENGTH i " PITCH V 2 ZONES:#HORZ. LENGTH PI 2 V 4 ZONES:#HORZ. LENGTH PI �H 1 v 6 ZONES:#H6RZ. LENGTH i PITCH 2= 23'-10" 4/12 2= 3 —4 Vert 2= 8" Vert - - 2= 1'-4" Vert 2= 2'-0" Vert 3= 4T-8" II Fat 3= 10'-0' Flat 3= 2'-0" Flat 3= 4'-0" Flat 3= 6'-0" Flat 2 3 3 z 3 3 3 TRUSS ID: SPAN SGEA 47'-8" QTY: 1 HGT: 8'-3 1/4" TRUSS lb: V10 SPAN 10'-0" QTY: 1" +f HGT: 3-4" TRUSS ID: V2 SPAN 2'-0" QTY: 3 HGT: 8" TRUSS ID: SPAN V4 4'-0" QTY: 3 HGT: V-4" TRUSS ID: V6 SPAN 6'-011 QTY: 3 HGT: 2'—C" OVERHANG HEEL LEFT: LEFT: 2'-0" 3 15/16" RIGHT: 2'-0' RIGHT: 3 15/16" OVERHANG LEFT: HEEL LEFT: 0" RIGHT: 0" 0" OVERHANG LEFT: 0" RIGHT: 0" OVERHANG LEFT: 0" RIGHT: 0" OVERHANG LEFT: 07.. RIGHT: 0" RIGHT: 0" HEEL LEFT: 0" RIGHT: 0" HEEL LEFT: 0" RIGHT: 0" HEEL LEFT: 0" RIGHT: 0" ZONES:1## HORZ. LENGTH PITCH V 8 L= 2'-8" Vert2 3= 8'-0" Flat NSNp�SS TNE�I.ORIDA CON .. • 1N ACCORDANCEWI�M FILE 1 au�tDiNG 3 w� TRUSS ID: V8 QTY: 3 SPAN 8'-0" HGT: 2'-8" OVERHANG LEFT: 0" RIGHT: 0' HEEL LEFT: 0" RIGHT: 0" I!A 0 FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNE 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 layout, which is the sole authority 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 I days of delivery the undersigned agrees that no backcharges will be allowed. In the ex such written notice is furnished Chambers Truss shall have three (3) business days in wl to begin repairs required, or to substitute other trusses, at Chambers option. 4. The undersigned acknowledges receipt of "HIB-91" sheet by Truss Plate Institute 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable delivery. Chambers Truss has the sole authority to determine the suitability of the job site portion of the job site for delivery. Chambers Truss will be responsible for dump delivery c The buyer is responsible for additional delivery expenses if Chambers Truss has to redel because job site is not prepared for delivery or buyer is not prepared for delivery of trus: 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 mad 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 agreement a reasonable price. Invoice will be made on delivery and paid within terms of on delivery. Invoice may be made at scheduled date of delivery if buyer cannot act delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reason attorney's fee for collections in event of payment not timely made. 1-1/2 % per month ser charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herei 9. In consideration of Chambers Truss extending credit for this material the undersi unconditionally guarantees payment when due of any and all indebtedness owe Chambers Truss by any entity receiving material and the undersigned agrees to pay indebtedness including attorneys fees, if default in payment for material be made b recipient. 10. In the event of any litigation concerning this agreement, the items furnished here or payments referred to herein, the parties agree that the sole venue for any such actiol be Saint Lucie County, Florida. 11. Design responsibilities are per "Standard Design Responsibilities WTCA-1995" DA Aspreader bar maybe required as per 11HIB-91"to prevent injury & dam& Multiple ply trusses must be fastened together per engineeri before they are set, failure to do so can result in roof collaps Temporary and permanent bracing are required and can save and property and is the responsibility of the truss erector. Study the contents of the information packet included on deli before setting trusses. .". r Trusses must be set and braced per design to prevent injury & damag Trusses must be sect plumb and square Do not set bunks or stack of plywood, roofing material or at other concentrated loads on trusses, this can cause collapse DO NOT SET TRUSSES USING THIS LAYOU USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSS CHAMBERS TRUSS INC' 3105 Oleandee, Avenue Fort Pierce, Florida�4982-6423 800-551-5932 Fort Pierce 561-465-2012 Fax 5611465-8711 Vero Beach 561-569-2012 Stuart 561-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM H OOCTORMMONTAYDOC 1M/00 60.0/60.3 MITEK 4.0 LOADING/DESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS SBC 1604.6.1 County SAINT LUCIE Building Department City of PORT ST LUCIE Wind Design Criteria ASCE 7-98 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 7 Bottom Chord Live 0 Bottom Chord Dead 10 5 TOTAL Load 37 12 Duration Factor 1.25 Wind Speed 140mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. C.B.=Continuous Bracing Highest Mean Height 13'-9" Building Type ENCLOSED Building Category Il: Non Restrictive Exposure Category B: URBAN/SUBURBAN Miles from Ocean 4 Conforms to Florida Building Code 2001 R.D.L.=Restraining Dead Load Verify DESIGN CRITERIA shown above with the building department and your engineer. TRUSS SHAPES NOT TO SCALE Chambers Truss Inc. Drawing Name: 52559 Scale: 1/4 = 1' MI 4: PAD ACAD: PAD Reviewed By:I�-&.*-fiLL<=. Date: 05/03/02 Revised: 05/07/02 FOR SHERROD CONSTRUCTION CO. DESCRIPTION: SHERROD RESIDENCE PAGE 2 of 2 CUSTOMER INITIALS EACH PAGE 52559