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HomeMy WebLinkAboutConstruction Layout Survey 08-29-17ABBREVIATIONS: LEGAL DESCRIPTION: THE SOUTH 32 FEET OF LOT 30 AND ALL OF LOT 31, BLOCK 2, INDIAN RIVER ESTATES UNIT ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 43 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA Q 9 00 J w d M p 3 0 00 p w a0 of N w 0 07 a� - w W� s D_ W Lo 0 vv H w w w 00 w O s s O U o N ®O 0p 00 zz w z V) w U Z ow a (L0 w a o 3 O O Z Q� U 2 w 0m a wz 3� w a V) o = / \ 1 � I IRRIGATION WELL PIPE I I uj I I I � wo I 1 N n / w\ � ziVIw }Z O O Z / w �\ O- J O N J // NZ \ � J as h Ow U r wa ¢0 jiz off/ oW Lo a ao 00 Q w J IL '¢ w 0 O oW Qom{/ UO z W 0K 00 W� \ 3m �LJ VF 00 Z O 3 Z0 \ / 0- Z O w� z WZ \\�� ''- O �z 00 ,0 ~ V io I a z o = _ 00 x o V O J O N I N \ S 00°00'00" E (P) ci 300.00° (P) a x fx x S �9°57'06" E (M) 2 299.44' (M) x o` — x— x— x x— x— x— x ®— x x o IGH �c� n 6' HIGH WOODEN FENCE END �x nx -t_ x x x 0 WO , x H FENCE OOEN m O IS 5.3' SOUTH OF rn x PROPERTY LINE J -NOTE 1 8.00, 20.00' 9,c� 7i�tic A9r a l NOTE 1: 10 A9`� x Y PROPOSED 1 STORY CONCRETE �A 001, (� BLOCK STRUCTURE 16 FEET BY 20 FEET °ol 9.2' jp O PROPOSED FINISHED FLOOR ELEVATION IS TO yT J MATCH EXISTING IOUSE o m ELEVATION = " 122 im wx zl wx0 �I z 3 � oxt alb oO x �o N w a� SHED — PROPOSED CONCRETE C'VERED PATIO 8.00 FEET BY 16,J0 FEET 176.81' O/S / -J COVERED CON, TIKI BAR 0 00 w N o 02 N U �w" 5 i �Noo a i 4Qw9_ w Wxm oZ=o O0 F 30za zWfJ w ¢wU 7 p p W w o m I O0a U 1 of HIGH WO DEN FENCE N 89°56'10" W (M) 299.59° (M) IS 170.6 FEET LONG o N 90°00'00" W (P) 300.00' (P) o i I I 1 IRRIGATION WELL PIPE M w o z / O c) Ov / J ao / \ wm \ / x W / \ 00 \ H w0 U O zV7 \ �/ I BMDLEY STREET (50.00' WIDE RIGHT-OF-WAY) A/C = AIR CONDITIONER C) = CALCULATED C.F.T.) = CALCULATED FROM TRAVERSE �= CENTERLINE C.B.S. = CONCRETE BLOCK STRUCTURE C.L.S. = CONCSTRUCTION LAYOUT SURVEY E/P = EDGE OF PAVEMENT E.O.W. - EDGE OF WATER E.F.B. = ELECTRONIC FIELD BOOK EL. = ELEVATION FIRM = FLOOD INSURANCE RATE MAPS FND. = FOUND (M) = MEASURED N.G.V.D. OF 1929 = NATIONAL GEODETIC VERTICAL DATUM OF 1929. N.A.V.D. OF 1988 = NORTH AMERICAN VERTICAL DATUM OF 1988. NOTE: I DID NOT FIND ANY WELL PIPES ON THIS PROPERTY. CONCRETE DRIVEWAY DIRT DRIVEWAY APRON o� � 11.501LIGHT j3z_: POSTPLANTER WITH CONCRETE APRON NOTE: THERE IS 2341 SQUARE I FEET AVAILBLE FOR m L I� UNOBSTRUCTED AREA. w ROPOSED SEPTIC TANK < N 7.2 �— EXISTING SEPTIC TANK N AND DRAINFIELD IS TO BE Q REMOVED m 72.64' O/S 0�. I 0 L---- 50.3' ----J 11.0' � o 0 M x SET MAG NAIL IN DISK ROLLINS PLS 4945 SITE BENCHMARK ONE ELEVATION = 100.14 EL a D. uj 3 > O � I Lu �• w 0 3 Z w Z 0 wl 'aa Q.O O I � w 0 w 0 w C j-I SET MAG NAIL IN DISK ROLLINS PLS 4945 SITE BENCHMARK TWO ELEVATION = 100.00 N.T.S. = NOT TO SCALE O/S = OFFSET P.C.P. = PERMANENT CONTROL POINT (P) = PLAT P.O.B. = POINT OF BEGINNING P.R.M. = PERMANENT REFERENCE MONUMENT (R) = RECORD P.C. = POINT OF CURVATURE P. 1. = POINT OF INTERSECTION S/W = SIDEWALK T.O.S. = TOE OF SLOPE T.O.B. = TOP OF BANK 0 ( lN nwr ) 1 inch 20 9L NOTE: THE BEARINGS ARE BASED ON THE WEST RIGHT--OF-WAY LINE OF PINETREE DRIVE AND THE EAST LINE OF LOT 31 BLOCK 2 ACCORDING TO THE PLAT OF INDIAN RIVER ESTATES UNIT ONE (SEE LEGAL DESCRIPTION) WHICH BEARS SOUTH 00'04'41" EAST. CERTIFICATIONS AS PROVIDED AND WORDED BY CLIENT CERTIFY TO: 1) CHRISTOPHER AND MELISSA HUTCHINGS 1..'-'LAM SURMY'lit 3,1953 772-873-4700 BENCHMARK REFERENCE: SET MAG NAIL DISK IN DISK ROLLINS PLS 4945 NEAR THE WEST EDGE OF PAVEMENT OF PINETREE DRIVE 9.1 FEET NORTH AND 23.3 FEET EAST OF THE SOUTHEAST CORNER OF LOT 31, BLOCK 2, OF INDIAN RIVER ESTATES UNIT ONE. ASSUMED AN ELEVATION OF 100.00 ON TOP OF THIS NAIL. (SITE BENCHMARK TWO) ELEVATIONS BASED ON ASSUMED AND SHOWN THUS FLOOD ELEVATION INFORMATION MAP NUMBER 12111 CO277J DATE OF FIRM FEBRUARY 16, 2012 COMMUNITY NUMBER 120285 PANEL 0277 FIRM ZONE X SUFFIX J FIELD ADDENDUM BOOK PAGE DATE BY CHECKED BOUNDARY E.F.B. 03/24/2017 R.E.R. R.E.R. SURVEY TOPOGRAPHIC E.F.B. 03/24/2017 R.E.R. R.E.R. SURVEY CONSTRUCTION 03/24/2017 R.E.R. R.E.R. LAYOUT SURVEY LOCATE E.F.B. T08/05/2017 R.E.R. R.E.R. WELL PIPES LEGEND: O = SET 5/8" IRON REBAR WITH CAP P.L.S. NUMBER 4945 • = SET MAG NAIL IN DISK P.L.S. NUMBER 4945 UNLESS OTHERWISE NOTED. (D = MANHOLE (M.H.) ® = CATCH BASIN (C.B.) °i- = FIRE HYDRANT (F.H.) 0 = WATER METER (W.M.) f� = WOOD POWER POLE (WD. P.P.) R( = CONCRETE POWER POLE (CONC. P.P.) --� = ANCHOR AND GUY WIRE — — = OVERHEAD WIRES —�/�-- = NOT TO SCALE — X — = FENCELINE NOTES: 1) LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, OWNERSHIP AND/OR RIGHT- -OF-WAYS OF RECORD. 2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS WERE LOCATED EXCEPT AS NOTED. 3 LEGAL DESCRIPTION AS SUPPLIED BY CLIENT. 4 BUILDING TIES ARE 90° OR RADIAL TO THE PROPERTY LINE. 5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT UNLESS OTHERWISE NOTED. PLOT DATE AND TIME: 08/28/2017 9:55 AM EST LOT SQUARE FOOTAGE: 0.674± ACRE SCALE: 1 " = 20' DATE OF LAST FIELD WORK: 08/05/2017 I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON COMPLIES WITH STANDARDS OF PRACTICE FOR SURVEYS AS CONTAINED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. ROLAND E. ROLLINS WE PROFESSIONAL LAND SURVEYOR r FLORIDA REGISTRATION NUMBER 4945 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NUMBER: RR170249ST ARCHITECT NQUT : DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE, CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. TABLER301.2(1) GROUND SNOW LOAD WIND DESIGN — Spaetl° Topographic (Mph) etfecisk (NA SEISMtG DESIGN CATEGORYI .- --SUBJECT TO DAMAGE PROM Froat Iloe �� Waalherina, _tlapth" , 7ermha, WINTER OEStGN TEMP" ICE BARRIER` UNPERLAYMeniJT REQUTAEb FLOOD u HAZARDS AIR FREEZING MDExI MEAN ANNUAL TEMP) NA Sea Fig. R301.2(4) NA Negllgib)e NA �_FI 8v NA NA NA ELECTRICAL LOAD CALCULATION EXISTING 1351 S.F. LIVING @ 3 VA 4053VA ADDITIONAL 698 S.F. LIVING @ 3VA 2094VA (2) 20 AMP APPLIANCE CIRCUITS 3000VA RANGE 12000VA REFRIGERATOR 1200VA LAUNDRY 1500VA DRYER 5000VA WATER HEATER 4500VA WELL 4500VA MISC. 3000VA TOTAL 40847VA FIRST 10000 VA @ 100% 10000VA REMAINDER @ 40% 12338VA A/C HEAT @a 100% 12000VA TOTAL 34338VA 34338VA = 143 AMPS 240 USE EXISTING 200 AMP SERVICE PROVIDE ARC -FAULT PROTECTION AND TAMPER PROOF RECEPTACLES. t SL�> V__ F(_a\J/�!"TfQt 4EFt) s¢`j >r" A! r A , A --en a A.`N Pam. STRUCTURAL NOTES: Certification for Design load Compliance 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 1. DESIGN CODE: Florida KF-ht PIFNT r C- code 2014 Edition w/20` supplements using ASCE 7-10 z. CONCRETE: SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN, 2. Structure Design is: Enclosed_Partially Enclosed Open Building 3. Risk Category: `I �Il III �IV Exposure Cate o ?5 _C _ D Adjustment coefficient t 3 v� g ry: 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP. 4. Design Wind Velocity, mph ASD .— LRFD End Zone Width 4 r ft, S. Mean Roof Height: Kft. Roof Pitch:�/:12 Parapet 4. CONCRETE COVER OVER REINFORCING STEEL: 6. _ft. Components & Cladding Design Pressure used: (PSF, based on Actual sq, ft. @ 3d ' MRH(worst case)) FOOTINGS 3" Zone 1: -+log 6Zone 2: - S%`/Zone 3; - �"Zone 4 - R� Zone 5: lo> �Aarage: ^J/+A 7. Design Loads: Floor: iy PSF Roof/Dead: /? PSF Roof /Live 36' PSF Balcony: S. FILL (SOIL) SHALL BE PLACED IN LIFTS MOTTO EXCEED AND _PSF Dock: PSF Deck: PSF Stairs: PSF COMPACTED fi0 A MINIMUM OF 95°.6 MODIFIED PROCTOR R DENSITY. Fence: PSF Railing: g: PSF 8. Were Shear Walls Considered for Structure?,>c Yes —Not applicable Explain Why Not: 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO 9. Is A Continuous Load Path provided? FYes— Not applicable Explain Why Not: WITHSTAND WIND FORCES OF THE FLORIDA BUILDING CODE 2010 EDITION PER 10. Design Soil Bearing Pressure:2000 PSF WIND LOAD COMPLAINCE. 7. WINDOW & DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES OF THE FLORIDA BUILDING CODE 2010 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. t- Z. VTe S. FOR METHOD OF ATTACHMENT FOR DOORS & WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT. 2, , NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A 2 MINIMUM Z-MAX COATING OR BETTER. C. '6F_9 C q O 'd- hR23 it I `Au�ae,`p s M b 1 r, SYtZ� n M, �Z 4M �lfyeiP �L%57i ,ve / ee-+ 7'lgC PR AKu to ' I �rrr� Acc A-- vxrI�E L_T' FA 6 El T L _J Q)Cr rtti+c. ro Milt ��r t6vEPAti X-CLOJ P T1 wE.us net. ZS Pwr.. I i i:w- qP— I � Fad, &'kp Pe +✓^� rol i '�eX (e Posr CT re N ift-0 i.61- FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #Sf.•5f-179NQ96 & Well # Date: fa z3 r Revi er:� Frame-c.oscJer-E 31% 00 i'rI pvp—k'r1 c ICJ 3zo SrFj Iz0 �,Fi VOThr.t__ Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 UW WV.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 ROJECT HUTCHINGS ADDITION ST. LUCIE COUNTY, FLORIDA LIENT 1 CONSULTANTS IREGISTRATION KLVISIUN5 NO. I DATE REVISION I KEY PLAN SHEET TITLE / SHEET NUMBER IPROJECT NUMBER _ t7 Q IZ DATE 2/t7�17 B1� ��CCQXt0/10 41F * e S-a p-, TZ Q e-tLL E-ice C6T1�+°�`C�j-t�K±�rkTFA �4��i�.c�� 1JEk^t R.�'�tb4i3f.. CAt11,t�J,`•�� /r4V1�CP�E {'Sly Pout��a� Sle L R 01U 5 E u. e. k j? ZX Fe RrM ra C- 5Llft>'-' W (A P �� CAut-t'ct^ �TtdCCt7 a,--' gR ��-t- N wo'->POLI'j h 1I-I Ft:L-T Gv g GDtic F�-. ..1D 4Aep�T411J(;r -tom!/.CLAPS r lc>�A ti.IAI L..S 61' 0. G. TH P-U - OL[T � hWM D�IPEPIaE tlt1co'Cr � I('(7L.Y/'l /�IrL1M_ �11x 4" SU8 F?A�SuA � 3 A 4 %L.oeV, ltaC rt' C?'.a nt.tRi Pc� 1 nl'I- PFFS7 to T'h JStl-`_►_i-'� MTS I b F �/ i�f - I�i I•lAd L-5 Da. ?'Ix 12° Wrx�D �EhM W/ I/zl PL.YI,.ID PLAN I'.4•- 16wk QAIL.;S E- hO'ST C2 L-'STA I B' 1IKCo �C.. L.Lts PQSTDETAiCI"rOIJQJ_..LTN1G �OIJ�IDA1`lON k�P 4� V .�v .r GraCi�ti✓ ROOF SHEATHING NAILING ZONE INFO. ZONE PI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD. ZONE P3 S' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD . NOTES: 14/32" CDX PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 309 FELT COMPLYING W/ ASfM.D226. MAXIMUM HEADER SPAN S-W I 8'-G 1 9'-0' 1 12'-0' I WALL HEIGHT STUD SPACING 11 1 a a z z 11 of W-W SM WPOMM 00 OF WAM IT-T OR um 1r 0. 2 a 3 3 3 3 I OF Flxi. town+ snw AT M om OF r 1a'-o' at uaaE 1a' oc. a a a a + m SW D04 STIR MA 18 OR WTS -N —,r FWWWRIMI P.T. BMW KA POINT BEARING HEADER CONNECTION DETAIL NTS 3c+u FELT nvfm .$/.�"�L.DX P LYWo6P SH EATi111JC.<. V.j/�d e1 t-"O" `�F'F✓YY�Y NRr LS ,�f' QnuF N,e l L IOJ�p Zonate (7'C.'t'h r C. t'T=E.- ENG 1*I u-EItWp 1,t066t:S �_. J+,aT R' S1MY5oN MTS ?:to W% I4- rod NA IL5 pEr-R� bTLAPPrlaco •'�aNRDnt-�.- IZ-�O IN 6t4 L,aTlol"J P LA TE Z. X-4 b118 ^FAS GIA \�4 � FASCIE+. �XfS`[iNto AL.i. hQP�tT , - pLUMDtI{' BDCe�; 1ts'� PRY WALt- yK 4T1.lDS G ( L >"�13 INa u l_ATtdeJ 01..1 uC ovBQ- ��' GbX P�'t�o©D 1uf 9d � FI>rLD P't 0Yk1% alrtPsor' -SPA 0 Toe, & e'O'n61'4 'Zt-p.'1'F5 Eyc-rtlt oTHE-t 5T"D vj/'6-lod p xtt-0i — 2X6k F,-r, 50110M P AT6 W/ I/z"o A,5, @. W/ L"X 7Z."X'16" t.JA.S VA �"r-'S 4"C750v Go1JcC, v-&'3 I(a KGx W(b 02 FIR.BcCM�-sr4 o(v ©Oto"va{sa It'aftwr- v ev EK ,t CLCFAN reoMPm. CTE.D,iV-V--^.Tl4.D 1-kLL 11 TYP, WALE. SECT ON 6' Ile-®_ -, %iC)�Ei FOP^ ADDIT1Or�AL kufoeMP.Ttor- st=E TrP,�A4 1.IALC_. SECTIc�/J ZXQ l ATE2AC %9k&ANC0 'FIl-or 4 7eussFh (�-R..Gc.E '-C"TO"O,Cr EA /,IPF- of V-tV&F- Crop EaTCoNt C,4I01tC5) ZX4 ")(" Ors-- 4 Cn'-O"oG�A,X,IA>r. of LAP h t9'�G. OAJ Wot��6 w5CA,P F 1 ELD ZXA Gor�Tlr�Uatts haA10E.Q 51► �tPooAa Mr5 to w�14-tod NP1L,i (�• 3Z"G,G, vat Zx44 ToP C'CnTE vz GR,`twat I. L, FOUNDATION SCHEDULE S-1 4"+1- (2500 PSI) POURED CONCRETE CAP TO MATCH EXISTING FINISH FLOOR ELEVATION. S-2 4" (2500 PSI) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-1 12" DEEP X 12" WIDE THICKENED EDGE WITH 1 At 5 BAR CONTINUOUS. F-2 16" DEEP X 16" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. F-3 16" DEEP X 16" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. D-1 3 # 5 DOWELS DRILLED 6" MIN. INTO EXISTING FOOTING SET IN EPDXY. D-2 # 5 DOWELS DRILLED 6" MIN. INTO EXITING FOOTING SET IN EPDXY TIED TO F-1 REINFORCING @ 4'-0" O.C. o VAf--� pits,77f ®ram PCAh-� ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE; FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT HUTCHINGS ADDITION ST. LUCIE: COUNTY, FLORIE CLIENT CONSULTANTS REGISTRATION REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE I SHEET NUMBER MR, NUMBERi�- IPROJECT DATE Z&7 �,7 iA Blv� -1HITECT NQTES: DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL. CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE DEVELOPED INDEX OF NOT GREATER THAN 450, ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. TABLE R301.20) ' .1 ICIIYCQIr. GROUND $NOW LOAD WINDbE$IGN - SEISMIC Speetl° TopogrBphle DESIGN mph elfaotak (NAl CATEGORY' V1-IIVIMr•+/'..v vtivv.�r .r.v ^-SU6JECT 70 DAMAGE FROM ;noline WeetherinR' aepin" Termite° _. - ..._........ _... WINTER DESIGN TEMP° .- ._. _�- ICC BARRIOR UNDERLAYMENT FLOOD REQUIRED HAZARD8a AIR PREE2X, INDEX` NEAN ANNUAL TBMN NA See Fir. R301.2(4) NA Very Negligible NA Hexv NA T_„•-,_- _,......_-__. NA _ NA ELECTRICAL LOAD CALCULATION EXISTING 1351 S.F. LIVING @ 3 VA 4053VA ADDITIONAL 698 S.F. LIVING @ 3VA 2094VA (2) 20 AMP APPLIANCE CIRCUITS 3000VA RANGE 12000VA REFRIGERATOR 1200VA LAUNDRY 1500VA DRYER 5000VA WATER HEATER 4500VA WELL 4500VA MISC. 3000VA TOTAL 40847VA FIRST 10000 VA @ 100% 10000VA REMAINDER @ 40% 12338VA A/C HEAT @ 100% 12000VA TOTAL 34338VA 34338VA = 143 AMPS 240 USE EXISTING 200 AMP SERVICE PROVIDE ARC FAULT PROTECTION AND TAMPER PROOF RECEPTACLES. PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES DESIGN TYPE (WORST CASE) PRESSURES FIST INDUSTRIES, INC, SERIESS570/2770 NOA# IMPACT #32 WOOD SCREWS �16"MAX.O.C., WITHAI-3/8"MIN. DOOR ZONE 4.47.9 -60 VINYL SUDING 17-0420.06 EMBEDMENT, 9/16" MIN. EDGE DISTANCE ZONE 5 -57.5 GLASS DOOR ZONE 4 -47.4 -50 THERMA TRU CORP. SMOOTH CLASSIC L# FL# IMPACT #10 X2-1/2" WOOD SCREWS @ 13.75" MAX. O.C., 1" END POOR CRAFT DISTANCE, 5/8" EDGE DISTANCE WITH A 1-1/4" MIN. MIN. ZONE 5 -7.5 EMBEDMENT AND CLUSTER @ V AND 6 ROOF ZONE 3 -38.2 -108.5 GULF COAST 26 GA. SV CRIMP FL# #9-25XL5^ W/SEALING WASHING THROUGH PANEL RIB, 11651.32 R2 WITH X" MIN. PENETRATION SPACED IS 12" O.C. ZONE 1,2 ZONE 2 -53.9 & 3 ZONE 3 -101.4 TRIES 5500 PVC NOA# IMPACT #10 X 2-1/2" 1-3/8"MIN. EMBEDMENT 7/16" MIN. EDGE WINDOW ZONE 4-47.9 -70 tPGTINDUS 15-0519.05 DISTANCE #1 ANCHOR @ 3.55" FROM END AND AT ZONE 5.57.5 1. CENTER 1 Ilc EI1F00TWccTRufTt IRE THE ACCEPTANCE OF THESE THE SEAL HEREON IS PROVIDED UNt_r IV Imulvuc vun ncvm.r ,+. .+....+•,��..••�--••••-___._ - ---- -WHICH CARRIES ITS OWN ENGINEER'S PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. CONNECTOR SCHEDULE TRUSS ID BEARING POINT(5) TRUSS ACTUAL UPLIFT(GROUPED, WORSTCASE SIMPSON CONNECTOR($) CONNECTOR(S) UPLIFT DESIGN FASTENERS A -AS EACH 831# (1) MTS 16 1000# 14-101 GEA 48" O.C. 297# 1) MTS 16 1000# 14.10dx1-1/Y' GRA EACH 2699# (3) MTS 16 301 14-101 VALLEY TRUSSES 48"O.C. 672# (1) MTS 16 io004 14-10dx1-1/2" TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS. MITEK, JOB # 74533 DATED 8nrz017. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. \/ NT-1c!) � STRUCTURAL NOTES: Certification for Design load Compliance 1. STRUCTURAL LUMBERTO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 1. DESIGN CODE: Florida KV61 OFT IT (A(_ code 2014 Edition w/20- supplements using ASCE 7-10 2. CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN. 2. 3. Structure Design is: �( Enclosed_PartialIV Enclosed Open Open Building Risk Category: _I r II Exposure Category: C 0 3. REINFORCING STEEL SHALL 60 OR BETTER WITH 30" MIN. LAP. 4, _III _IV D Adjustment coefficient 11 � _ Design Wind Velocityg mph ASD LRFD End 4 r BE GRADE 5. _ Zone Width ft. Mean Roof Height: A;, ft. Roof Pitch:2i :12 Parapet 4. CONCRETE COVER OVER REINFORCING STEEL: 6. -ft. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 'd ' MRH(worst case)) FOOTINGS 3" Zone 1: -i/016Zone 2: - S9. "13: -10), Zone 4 -�%� Zone 5: G! �arage: �/Pr 7. Design Loads: Floor: if PSF Roof/Dead: /� PSF Roof /Live 3rJ PSF Balcony: S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND Dock: _PSF _PSF Deck: PSF Stairs: PSF Fence: PSF Railing: COMPACTED TO A MINIMUM OF 95%MODIFIED PROCTOR DENSITY. 8. _PSF Were Shear Walls Considered for Structure? Yes ,�f-_Not applicable Explain Why Not: 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO 9. Is A Continuous Load Path provided? Yes_ Not applicable Explain Why Not: WITHSTAND WIND FORCES OF THE FLORIDA BUILDING CODE 2010 EDITION PER 10. Design Soil Bearing Pressure:2000 PSF WIND LOAD COMPLAANCE 7. WINDOW & DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES OF THE FLORIDA BUILDING CODE 2010 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. ,IL- L`'Vf e. 8. FOR METHOD OF ATTACHMENT FOR DOORS & WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT. t NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A I ( vt MINIMUM Z-MAX COATING OR BETTER. L hN23 $R� II A L- I Fes. >•i' r r 231 4- z Z: b0 L"L S"4II" �4 Za(oaPka" 'd` PE, I 08 70 gl-fd-31I ve 3-4" im-li'1119017 , 190 ! alaiii n Pe 3 cep 1=1e, PK GKU&I `-cn-I I-r I II �Cttj�F NC,s Wl�t-L Y6 Cif �t-"La•vFm�S R-VT-� en t kcu,L Cllf,n. h 4 ( t V' C',HN,ClatsC EtoCte�sUeE '�T% � `1,Fr 5474 3°Ua pro r,-1®tJ -51zo Ski I c 1® PoeCFi VZ O 5,F7 p I II I ,l � O II IS i �gL 27e 1 Z. Posr CT'r, f.5 - Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT HUTCHINGS ADDITION ST. LUCIE COUNTY, FLORIDA CLIENT ' CONSULTANTS 1 REGISTRATION IREVISIONS 1NO.1 DATE I REVISION I KEY PLAN ' SHEET TITLE / SHEET NUMBER of tOJECT NUMBER V \-j p 1?- ITE Z11-7/17 P1171%7 6,1J7 r&&r417- "k)TC H I�" (j-(eX(v/tO W w r^ tk a6rzcr V rfrs FfM { ' PEAL.- hrFGASF1-INC� SILL .r _-- Z X F i n r-n , t-� n SUP>- tPtra C. t7lF,7r"Ntf— `FIB w vaca a' Nth CAu�tc\� PAL-N-STILE i Bec u� LATtk NbuS� �e.�g FC 1, na Co F. kl\tJR aw W I IJI%gtJ.� vY a C K.. S r mac. \y'A NT"a all so# FtL-r UVEms. �'�' c �c F^ -\fWD OLI7- �-UM I%�IPEP/ E hl AR `�4 .dAL- t-' Enlyf( FA4.(-.tA AWM_ �FFIri Z)4115-UL3 FASLIA NOTE= F�,e 1 DlTIaN IL�FCIP.MAr-t'1 ct.l5 �E 'L�CP1.4�L W,4lJ_._ R051-D g� r I l 1q- IG> t t.il�lL-5 _ DID. Z'x o" WIx:;)D SPAc.E� �LUEo r _�LD�.. CFa(.001� @ PcaSTS p0!5- _'ClAp>. AC _. DUST �(Z) SII�4f�pi_1. L-STA i f3`' = 1 'p C..�a HFG�"lWO.Gb. C0�! v \1XCo 'rtG u Q, �-3 'A\P ROOF SHEATHING NAILING ZONE INFO. ZONE P1 REMAINING AREA W/8d RING SHANK @ 6" O,C PERIMETER & 6" O.C. FIELD, ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD, ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD NOTES; 19/32" CDX PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM.D226. . MAXIMUM HEWER SPAN WALL HEIGHT STUD SPACING 1 i 2 1 2 1 2 1 z 1 } OF READER SMW SIWPORIAM" tan OF WADER 10'-0" OR IESS 18 0.C. T 2 3 3 3 3 FOIL IfldORi SRn R ENN END OF WADER ta'-e OR MORE le 0.0. 2 2 1 3 1 s 1 4 1 4 HOOF mum ---�„\ DOW TOP PUTS CROPEE sees (NOf MOO FOR WADER SPACER MAX 141ED W/1g2RNPLYWOOD O.C. STAID 00 SM) SW M SM AS REO M WRH WSON LSfA IS OR MIS fa MIM 14-IM NtdtS - WA IR Sties FW, tfNOM SRW NOIE SM 19' RK SRW WAY RE Va MIS 16 OR EOM AT WADER ONLY SW EACH SM AS RWJB WITH — SRpS0t1 SP4 OR SM WIHI 6-10d X I I/Y Ruts P.T. EOTIOA PULE -� POINT BEARING HEADER CONNECTION DETAIL KT.S. 3c�u FEL-T O\/E'C .51I8NGDK pLY Wo6D A4--)a M P ICa Laf� - �Iti� 1-lAdJG. Ni41 Lam ,�1' r� Qc�oF Net � wcP Z�Ms P�.'r`� tL PtE-EN4INEE'�eP Ttt165E.5 E a4"o,c, SIMP5oN MTS I� V4/I4-10d NAILS PsR Lfr;,elFr fCa 7&krt*UL.EE.. R 'Zjp IN 6 U LAT 10 WALL PBL Z-tc j:k- TOP 10 LA, TF- ly MATQI Ews� iN� 1t.V-M, So1�Pt t- , LLUM, Dt�P Eble�: ' DPc WALL ztt A- 6TUDS 0 (Z O,C.I K�13 I}J2u LATIOEJ f14.�9\� QL+4eaK t,.A� StD1 o orate .�A�' c "0, C' PNLj 9d Np,t-L Ct�i �1jOrev-, #8"O,G, f I F-L.D WbTE'. PmoKiDE t,�lMPsot4 5P 44 O T'oP E govoM ?L-A.'rE.S EueL2Y oYNS� bTLI D +W/ 4- Iod NAl lg ZXA P,T, BottoM PLATE w1 qz" o 1%,15, @ "'r0'C t W/ Z"KZ"x'/$' WASH FRS PS+��oIaRE.P CON , E,LA,5 ItoKGK(01(0 , M, 02 RISi64Mi 41, at..,OO G" Vs?a Rc So�R12.R ev ER CLCP,N =coM Po.CT E.4� �'G_E.wTfA> FIt_L- f! TYP. -,re,, FTb, YJ OTION -0 (Ll0-ve" Fop- A 'vrrl I.JAL I Foes �T bNE. TYPICAt,- Z94 (-ATF-V-P-L- gfl",P,tNG- 'FIKbT" 4 Tevs51E..� (�ti_c�c-E. O"O, C, BA. 6 I P$ OF v-i P&F- [-raP & fSOTTCm CNoZi>5) 7-x4 "X< 52aC.11aCo Fme,7- 4 SeuSSE$ @ 1'-tv�E zk (�`-OIo�G, EA, SIDE of ocAJ�� 5/oj` CtyX P4Ytr�[ oil FAQ 51iEATti1.�� wjd3d ti•.lc-s �. 4'o,C, PEP. G"c",C, Fr EE[-.P ZxA Got >7rtuuou,S NA.t LF-R, �SIMPSoA� IHTS (G w�t4-tod P5L- ZV-4 'for V A.T'e- v2" DR:{We,L.I, FOUNDATION SCHEDULE S-1 4"+/- (2500 PSI) POURED CONCRETE CAP TO MATCH EXISTING FINISH FLOOR ELEVATION. S-2 4" (2500 PSI) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-1 12" DEEP X 12" WIDE THICKENED EDGE WITH I # 5 BAR CONTINUOUS. F-2 16" DEEP X 16" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. F-3 16" DEEP X 16" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. D-1 3 # 5 DOWELS DRILLED 6" MIN. INTO EXISTING FOOTING SET IN EPDXY. D-2 # 5 DOWELS DRILLED 6" MIN. INTO EXITING FOOTING SET IN EPDXY TIED TO F-1 REINFORCING @ 4'-0" O.C. ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARC H ITECTON ICINC. COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT HUTCHINGS ADDITION ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS ' REGISTRATION REVISIONS NO.F DATE KEY PLAN SHEET TITLE / SHEET NUMBER i— A- 2 of TW o PROJECT NUMBER 7�7sfZ DATE Z(/)li7 tollb? WA FC K =Es74,, S =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 DE 5ET AT 2"-O ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IIA IF MULTIPLE PLY. n! DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less '& 30' to 60' Span A 60 degrees Spree er Bar or less Tag Line span opprox. REFER TO BCSI Truss must be set th,s way If crane used. uss .s an exa Trmple. your m truss may not atch. Insist crane operator sets truss this way. E09 --_Approx 2/3 to_,, Line 1/2 of Soon REFER TO BCSI ,ss must be set this way if crone used. This is an example, truss may not match. Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses AL are installed. A 14iI R HA" Ill I_I=tFZ "a=TIF= 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. For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder 'Nails must be as shown. Guide tabs o Dome angle nails. Truss / INDICATES LOAD BEARING REQUIRED BY TRUSSES j SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR ,A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN r----a'"-----T--a•h---�row --T--'a•--T---------------------- I II II II II II II II II I n u n n u u u u I I u u u u n n n n I II II II II II 11 II II I n n u n n u u n II II If II II II II II I n u u n u n u n I II II II II II II II II I u u n u u n u n � fl II II II II II II II � II II II II 11 II II II � II II II II II II II II � II II II II 11 II II II I 11 II II II II II II II EXISTING � II II II II II II II II II II II II II II II It —II II II II II II II II N�— — r--7----- ---if --- r--Ir--7---------------------- ' II II II II II II II II STRUCTURE u u u u II � II II II If II II II II � II II II II II II II II II II It If II II II II II II II II II II II II � II II II II II II II II � II II II II II II II It If II I II II II 11 If II II I II II II II If II V4 I I II II II I II II II I I II II II I u n n I u u u n II I II v8 I II II II II 2, II 11II II If II I II II II II II II II v12 I II 11 II II II it --11 I- --.11 a _11 11 If u 11 I n u u h GRA Al]4—---------------, I S; Al Al I I I I I I 16' v IMPORTANT NOTE IT IS THE RESPONSIBILITY OF THE PERSON SIGNING THIS LAYOUT TO FIELD VERIFY THAT THE ROOF PITCH, HEEL CONDITIONS, OVIERHANGS, TRUSS SPANS, AND OTHER CONDITIONS SIHOWN IN THIS LAYOUT MATCH THE EXISTING STRUCTURE, TRUSSES WILL BE BUILT PER THE LAYOUT ONLY, CLOUISED AREAS ARE OF \e r q / SPECIAL CONCERN & MUST BE 1 i CHECKED CAREFULLY & MAY 1 INDICATE DEVIATION FROM ,.-PLANS.^ J / 4.00 I / e to e / 6, 1 / 1 th I / 1 3 1/2" / 1 ` 2' �\ upset=l/4" heel=315/16" s ♦♦` SQUARE CUT END r 2 x 4 Top Chord / e WALL HEIGHT 8' / TYPICAL END DETAIL %i do NOTES: * ALL BEAMS ARE BY OTHERS. MIAPPROVED [ry APPROVED AS NOTED — EI REVISE AND RESUW I E] REJECTED__ SUBMITTAL Vi II WED FOR DESIGN CONFORM GENERAL CONFORMANCE -TO CONTRACT DOCL OF His Aroiltectonic Inc Fort F',fuce, FL 34950 A do 12 ` ♦ 4.00 I_— \ � e 12 2.00-- 1 a 1 r I I 3 1/2" t 1 / e L2' / e` upset=1/4" heel=315/16" de e' ♦` SQUARE CUT END r — ► � 2 x 4 Top Chord WALL HEIGHT 8' / e` END DETAIL: TYPICAL VAULT a / / � s * BUILDER TO UNDER FRAME CEILNGS AS NEEDED. * LEVEL RETURNS ARE BY BUILDER IF DESIRED. FABRICATION AGREEMENT* TRU88FA CANNOT 9E START® UNTIL THIS AGREEMENT I9 SIGNED a RETURNED Tlb legal de ialplon of the property where the trees will be bhsbeed III .• The undersigned acWowbdpss and spree: . "t:.TNelas will be made In GM sol ordaras with this Ina placemand diagram layout, whfcltls the sob augnllgf for delemdnMp.ithxessfu l Tabdcaft of the pause, 2 At d monsims In Irish haw been vaMed by tw w4emWood. .A Unisie written notice, otln Y provided by cortteQ Imd to Chambers Truu vdUhln tech (10) days of delivery the raWersipned eghsea that no Wwlo"Ves; Will be dowed..In the event such wrRMm notice Is henlshed Charnbere Tugs shot have Oves l� days in vddch to begh r,pabs Pis a to substld¢s otnctruaala, at Cheri OPML 4. The undersgned adoowfsdges receipt d'BCS1114W summary st" by TPi R WrC/1. 'a. Degvay b to job ,ice. It le the buysfs'rssponsPoay to meka tths Job ste ahrtabb Tor III . Chambsre Taw he to sobWenatty to ds termins the suitability of the job site of a W g p h IIIdalNery tons will be responsible for dump delivery only. delliver beeawlob atte b riot prepared for desvmy w a s nfor adeftional SM Prepared Charribersr � tw ro reusim. 9uyar k repon.hl. to Chambers row roc towhPj «ale due b,ln o«Wtl or trusses. & Ptba u .town Iq PmaralpaWh 7 bebw k wb)ect 10 opange t any changes ara.made ►i 1Ni,laybnil A S00 per hour fe far revisions maybe charged by Chernbers Tow. . • .7, Rife, to a PURCHASE ORDER to Chamben.Tnns of the sum agreed to. or t n4,. agresineM a reasoriabie price. himbe we be made on delivery and pall III femme of not on letsery. Irwdce may, be made st sdA WW dale"bt delivery If buyer cannot aooaps detwry )(fabricated tenses The tmdaalgrmad not to pay Chembas.Tpns reasonable atomey s ice for colledBrq In avail of payrnad nil tlmey melts. 1 12 % per month s9ritois . chaps will be added for d sums not paldwift terms. . & Slgnsaas or Intlals anywlore on mn One amsftbRes agrees ed to d term thereh g: in conwernton of Chambers Tnw sodery p .edit for his mabrbt the undailgried axanditlanery guerarr0ees Payment when due oil any and d khdebbdnes owed to Chambers Tow by.BuY aptly rehaiWng materiel and this undesigned egress to pay such bdebledmse Including atfpmeys fees, t default In pcyrnent for UWWW be made by to '1rea evad of any agatan corhearrhing fhb agrserrhaht, the bm Mdshed hereunder or payments rerared a hash, the Parties ease fret the ante venue fir any such aW«h we bs SOW 6001 00 Corarry, Forks. I J. Design reaponsrdMes are pa"National Standard And RWoxmnmWod Oulde&les On Reap«hslbates For CafWuWah Using Mehl Plate Connected Wood Tnwes ANSIlTPMN TCA 4 - 2002"' . DATED__ SIGNED FOR_ TIT Aapeaderbwmlybereyg6edper"ocsl S"bptewrtkW&,Iasatg, . 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 We and properly and Is the r6sponsibllUy of the truss erector. Study rise contents of the Information packet Included on delivery before getting trussis. ruawmeetbesetandbracedpordeclgrTbpwMt"INdtmage. Trusses trust be art plumb and square Do 00fsst bunks or stack of p4wood, roofing material or any .. • othei cdincentrated loads on busses, this can cause collapse DamorSET TRUSSES U; ivi THIS LAYOUT USE LAYOUT DELNERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort'Pleri Florlda 34982.6423 800-551-5932 Fort Platte 7T2.465-2012 Fez 77�t-48 i'l vim... Marti 772ASM012 sf tart 'IT2"286"3302 ' 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method Main Wind Force Resisting Roofing Material Metal Roof Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 Wind Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 111'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: 74533 Scale: 1/4 = 1' 19 total trusses, 7 different trusses. MI 4: RLC ACAD: RLC Reviewed By:_9�);7-s7 Date: 07/27/17 FOR GROUP ONE CONSTRUCTION DESCRIPTION: HUTCHINSON ADDITION PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 7 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT 17��? Fi1e('_tg)py