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HomeMy WebLinkAboutBuilding plansTHESE PLANS AND ALL PROPOSED WORK ARE SURIECT TO hNY CRRECTIONS REOURED DV HELD INVNECTOAS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLIC.ASLS COM, .y ?iam:m/l�KTir ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COM E REVIEWED BY DATE P NS AND PE MIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE a FOUND 5/8" IRON ROD do CAP STAMPED "PSM 6330" 5,54' SOUTH 3.55' EAST SET 5/8" IRON ROD & CAP STAMPED "LB 7805% X FENCE CORNER 4.02' EA THIS STRUCTURE HAS BEEN DESIGNED AND REVIEWED FOR COMPLIANCE OF FBC 1606.1.4 FOR ONE OF THE FOLLOWING: INTERNAL WIND PRESSURE (Im.) WIND RIS PROTECTION IMPACT RESISTANCE GLA G LOT 3 (VACANT) ALL MANUFACTURES LA131ES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARf APPROVED FENCE CORNER 2.48' EAST, FOUND 5/8" IRON ROD do CAP\ STAMPED "RLS 2391" BENCHMARK NO. 1 FOUND PK NAIL & DISK STAMPED "PCP 2301" ELEVATION 23.69 FEET (NAVD HORSE TRAIL COMMON AREA & STORM WATER MANAGEMENT COMMON AREA (PER PLAT) S89"12'40" E 415.0 X X N - - - - - - - X X - - - - - - - - - - - X X X X X - - ryry, I 10` D.E. PER PLAT 4' PVC FENCE x I I I I x I s I x I �10' J.E. PER PLAT I �I I I _ I x I I I I x I I I O x i � N x I I x � / PVC FENCE x Xry ry�e< ryt LOT 4 (VACANT) I 75' RADIUS x 29.a° 1 I PROPOSED COJ . PATIO x I F_ n I PROPOSED 30'X50' 0 25 f1 •ae'' ^'-- SEPTIC DRAINFIELD AREA I o \I 10.7' y� 7. 1 17968' 4' PVC FENCE X 3 — - —��- SWALE _ryry — — — — — — — TO—P OF .— — S—AN—K — — — — (20' ASPHALT PAVEMENT) I II FOUND 5/8-IRON ROD & CAP I i/NO IDENTIICATION X X X X X X X X vry 9011 1! FENCE CORNER 3.71' EAST II 'Y II I II I II I I II I II I II I II I II I I� N I 10' D.E. PER PLAT-�I,I 1 I >a I I I I � I I I I � II I II I II I I II II I II ry Iryho }I�ti Ilry`, I II I II- I I III � �o I ri Xryry L u I PROPOSED IRRIGATION WELL II 3 LOT 5 II �I (OCCUPIED) —@PROPOSED POTABLE WATER WELL I p) I II o xl PROPOSED 1 STORY to C.B.S. RESIDENCE II PROPOSED F.F.E. 25.30 FEET II I II xl II I ry II I XI I I I II I I 179.66' I X 1 ��4` PVC FENCE I II I I I XI I I I I I 1 xl I I PROPOSED 14° CONC. DRIVEWAY I I (T.B.D.) x I I ,I OF BANK ,g ii x I n I I II I II I II "I II I PROPOSED MN CONC. COLUMN II I II FENCE CORNER 2.10' EAST 10' P.U.E. PER PLAT OUND 5/8" IRON RUD &c CAP k111 TAMPED "RLS 2391" x_ - ` �"ry ry X----X --------------------- X�- 415.00 SWALE - - - - - - - — -------��- rya 6 ry5ry^a �ryti - -�--- tiTOP OF BANK - - ry�� ,ryyxryry �— `Y -----------------�.-X-- — _ WAGONWHEEL LANE at 5 (BEARING BASE) N89'14'32"W 832 00' - 15" C.M.P. ry� BENCHMARK NO. 2 E INV EL 21.58 ry� FOUND PK NAIL & DISK W INV EL 2L63 NO IDENTIFICATION _ - RIGHT OF WAY LINE - ELEVATION 23.49 FEET (NAVD 88) FAIN. SET MCK REQ. FRONTZX_IX— SIDES _;JC�L� CNR SIDES1_2QL_ ZNG.t1'IV CERTIFIED TO GRANDE CONSTRUCTION, INC. RONALD RANCOURT AND BLANCA RANCOURT SEACOAST BANK FIRST INTERNATIONAL TITLE FIRST AMERICAN TITLE INSURANCE COMPANY (NOT TO SCALE) LEGEND $41 O.R.D.- OFFICIAL RECORDS BOOK ----� co (I- CENTERLINE P))- PLAT M)- MEASURED D))- DEED (C)- CALCULATED L.B. - LICENSED BUSINESS CONC.- CONCRETE C.M.P.- CORRUGATED METAL PIPE INV - INVERT EL - ELEVATION F.F.E. - FINISH FLOOR ELEVATION U.E.- UTILITY EASEMENT D.E.- DRAINAGE EASEMENT C.B.S.- CONCRETE BLOCK & STUCCO `T)b- WOOD POWER POLE �- GUY ANCHOR C.C.R:= CERTIFIED CORNER RECORD F.D.E.P- FLORIDA DEPARTMENT OF SCALE GRAPHIC ENVIRONMENTAL PROTECTION 4U C 4U P.U.E.- PUBLIC UTILITY EASEMENT ®- TELEPHONE PEDESTAL 0 - ELECTRIC VAULT ( IN FEET ) I inch = 40' ft. DESCRIPTION LOT 4, OF CARLTON COUNTRY ESTATES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43, PAGES 29 AND 30, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SURVEYOR'S NOTES 1. THIS SURVEY MAP OR THE COPIES THEREOF PFRE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. HORIZONTAL FELATIONSHIPS, AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE PLANE COORDINATE GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH THE 2011 ADJUSTMENT (NSRS 2011). 3. THE CENTERLINE OF WAGONWHEEL LANE IS ASSUMED TO BEAR NORTH 89"14'32" WEST AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO. 4. THE HORIZONTAL LOCATION OF NON —DIMENSIONED FEATURES ARE PLOTTED TO SCALE, UNLESS NOTED OTHERWISE. 5. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT. 6. DESCRIPTION SHOWN HEREON PROVIDED BY CLIENT. 7. OVERALL PARCEL CONTAINS 5.23 ACRES, MORE OR LESS. a. FIELD SURVEY LAST CONDUCTED ON OCTOBER 26, 2016. 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 10. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS —OF —WAY, EASEMENTS, OWNERSHIP, OR JTHER INSTRUMENTS OF RECORD. 11. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED, EXCEPT AS SHOWN. 12. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION OF "X", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER 12111CO250J, EFFECTIVE DATE OF FEBRUARY 16, 2012, THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION. 13. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND REFERENCE ST. LUCIE COUNTY BENCHMARK "DIXIE", HAVING AN ELEVATION OF 22.20 FEET. FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # V-SF/6057-5 & Well #J_5=2(P652 Date: 2 z7 1.7 2yS-10 Reviewer: SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THE BOUNDARY AND TOPOGRAPHIC SURVEY, AS SHOWN HEREON, IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF PRACTICE FOR SURVF"S SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. CIVILSURV DES GN GROUP, INC. a v N rn d M r�i LJL (we) F J0 2 � z a? a C7 _. u co LL w Ir r >> _'0 U m N w N y Y M a o m O m z 0] Z Y m O 3 W Z w a Q = x 3 n z N a � O II p o 0 � m 0 Z S U z w W w m Q U O 3 z o m [L om V H W N aUj 00 �— CM U. LU Wz �Z� LU It 2 M W O Cl) = w Q V �: C,)o aZ=O O J LL aa�: a � O0 z O0)�U r. ZLU Z T O (� >- Z V J QOcnN LL O z Co 0 N Oa L)Z a Z z Q J 0 BY: BRIAIV" C. KIERNAN PROFESSIONAL SURVEYOR & MAPPER FLORIDA REGISTRATION NO. 6101 DATE OF SIGNATURE SHEET NO. I OF I i 1. DESM MDE: 2010 Edition w/20,- wppbemt b ++ing ASCE 7-10 2. Structure Design is: Enclosed _ Partially Enclosed _ Open MdhV 3. Risk CaMillory: __j _III ____N B=Wre Category: ,-6 C D 4. Design Wind Velocity 1f00 mph ASD LRFD End Zone Widthit 5. Mean ROof Hgight: ft. Roof Pitch:- _:12 Parapet fL 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. 4L 0 NY MRH(va aew)) zone 1 -_)#t?-zone 2::933,A zone 3: "A2one 4-AIL-1 zone 5: 5T15 Garage:4" 7. Design Loads; Floor ZS PSF Roof/Dead: ` :t 7 PSF Roof 7Live 8o PSF Balcony: PSF Dock: , o;,,PSF Deck: PSF Stairs: "' PSF Fence:, �PSF Railing: — PSF 8. Were Shear Walls Considered for Structure? ,_L,Yes ,_,,,.not applicable Explain Why'Not: 9. Is A Continuous Load Path provided? ,,,, ,_Yes _,,,,,not applicable Expialn Why Not: 10. Design SON Bearing Pressure: 29M PSF Soll Teat Reports submitted by o+Nner UIN'I'EL SCHEDULE SURER CASURFTF, RECESSED LINTELS ALL SEAMS ARECOMPOP SITE BEAMS 8Ir16/IT 1B UNLESS OTHER -WISE SEEMED ON JFJ"R PLAN, NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 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PC5k2fi, 40 j MI#y?ientZt{ s �� IiEmotw• •c'AFf +`9u I '3``'�` �M _� j Ui\"i�t" W `rt)f& ¢c t -ram hitCtt�Co I ErecaaF_r PrtrPR 'd'CL.C.o • ♦ O8Ln 1AFP r • pp_ 3 T„?per• - r r FR vtS ....'/may.,.,'—v .... ,.,. • ' R. t...- t o w • .�' tor- V LEpfwE r: sj Gl�lttsCa tz oc�t'1gPis�,k\/ € 61 104'rD ll4 tcFF>zl;, � i � g4ro tot a FlaEt UA_ I i iG¢Ct_c, . " n I 12-8 p „ �• z t,• \ I t``$ I Prtow+L`\a cs> y yN Sttrry NrtLvgs rTJ -y Aer_N LAC- PR" Q• Co ^to° 4" 3=G' 'F` 64' r.tT 0 e 4„ N r o PF. rat r.a6 ' _ o C.A'%I l 4�1 FRIMM 5 d° 4 3y4' 41 5'-to sc ut r I `� -e - �Ia R•11 FISER4,S GI.S i3ATT IN Liu.. t0't TO Ll'•' CDFFE.C: l WH BIoCC4R�0 ..� •y _574 41. z6� Cw. �S+pEs�T,J ?A'R,c t4fl,0 I s =o ae.r 0 t d Pe 3"6f-ve.s W/ MIrtor- Alt CH '1"a P rGaNb, • rLG-'G L L-S • 4 �.. za6a mow of1�,.+! °t4G�4, ha-e..t4TaP L-49 W t'li r it xtaE.c rµ,.. t_ nEcvs r SA eta. SNwr� Lrcx ro 1'z Arrr ' 400 (LtaF.i� WAl_6.. s�t'!�� �C)�C -t A6avrz t3toe� ° g{{ Z4 L-d • i�l It°GLG. m IZ' Ar 6F, • O I to 7ClCe, � CoLr AN ---,.�—...._......,.._N..._..,. • � ..,v._ ,..�.-..-...... M Z4'xz4"X m4`N+ Bt1C 6P 9G � � zxtZ woeP $e'L�•+I2; �to ( CSr-iIi-ep tir 4 Fov_ r�rx,^i t�/ • •, i If �, r 11 1 6 I E 11 _1 , 1. g. �. , C. lrt O, ......... Z-o fc"ib� 2'0 $-tot 1$=a.. 5�l- �Ir L;_4 5H I Z4 4 _ ids 1 FL OO tR . Pt .AIN 114" -1Y?: s23�51RY�?;.. J.."1,`kZdh` f .Ft'.%.:; .Oh T-_;,u.:r;¢.5M'S11['.C�S���✓.-i��.f✓P,Ya�v�%z^kb ra 3),:�:.:'Yvi�`9,'F`&°hW.A°.`"tlttr"..inifr�"4��iR'"feri�r 1:° :. i.� f.dyYd//."'8CtYµkYM:.Srv'."ilY,'.Y.r+k;^W�fi.Y.,',.'i"�,s�3.Td5'.o%°y2:%'s!��!, aNP,.�r.➢.�'s.^of. ,n .ini 6 f:li 09 .t sttz,r �re�ss N t- 4 sits o ef's ' L 4- 41iz r le-rt" S CD CO -� - r A) v 0 0.0 It I I?- I '3 TK 111 "I I Michael J Seal 0 v AAn i� G> CM P. .v a z O 09 Q � a �rs SHEET 0 FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction � I v E Supersedes All Previous Site Plans for OF OSTDS #56-5F /WV2.5S & Well #51-24ns9 6V "-3V4__ Date: "Z 7 7 Reviewer: 1 1. DESIGN CODE: Florida I W-44Tl code 2014 Edition w/20- supplements using ASCE 7-10 2, Structure Desig6is: X Enclosed_Partlaily Enclosed ,Open Building 3. Risk Category: _I &I _III _IV Exposure Category: XI B -C - J D Adjustment coefficient I' O 4. Design Wind Velocityf &&mph _ ASD - LRFD End Zone Width 4�- ft. S. Mean Roof Height; j& ft. Roof Pitch: (9;12 Parapet__ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30 ' MRH(worst case)) Zone 1: -3g •ZZone 2: - 53.1 Zone 3: - o� Zone 4 - N7 9 Zone S:-57•5-Garage: za-, 3 7. Design Loads: Floor: ? L PSF Roof/Dea&,/yL PSF Roof /Live e)PSF Balcony: PSF Dock: _PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF B. Were Shear Walls Considered for Structure? Yes __ Not applicable Explain Why Not: 9. Is A Continuous Load Path provided? K Yes_,,,_ Not applicable Explain Why Not: 10. Design Soil Bearing Pressure:20DO PSF I -N t3 PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL! GLASS ATTACHMENT METHOD PRESSURES DESIGN TYPE (WORST CASE) PRESSURES ROOF N/A HANSON ROOF HACIENDA Ft# N/A ZONE 1 & 2 2-10D RING SHANK NAILS TILE 350611 ZONE 3 2.100 RING SHANK NAILS & LARGE PADDING TILE ADHESIVE AH-160 WINDOWS ZONE 4.41 -60 MI WINDOWS& 185 SH FL# IMPACT 3/16"TAPCONSQ 16' MAX. O.C., WITH 1.1/4"MIN. ZONE 5.57.5 DOORS 17499.1 EMBEDMENT AND 2.1/2" DISTANCE TO EDGE MULLIONS ZONE 4.41 -130 CM-18531 Ft# IMPACT W TAPCONS @ WITH 1.1/4"MIN, EMBEDMENT AND 2- ZONE 5.57,5 15353.8 1/2" DISTANCE TO EDGE DOORS TONE 4 -07.9 -SS PLASTPRO SMOOTH/ FL# IMPACT R" TAPCONS ®15" MAX. O.C., WITH 1.1/4" MIN. WOOD GRAIN 15187.3 EMBEDMENT, 2" MIN. CLEARANCE TO MASONRY EDGE, FIBERGLASS 4" MIN. CLEARANCE TO ADJACENT ANCHOR DOORS ZONE 4.47.9 .50 PLAST PRO GLAZED FL# IMPACT ti"TAPCONS 016" MAX. O.C., WITH A I.1/4"MIN. FIBERGLASS 17347.6 EMBEDMENT, 3" MIN. CLEARANCE TO MASONRY EDGE DOUBLE AND 1.1/2" MIN. CLEARANCE TO ADJACENT ANCHOR DOOR GARAGE -25.8 -64 DA8 DOOR 824 STEEL NOA# NON 5/16" X 15/8" LAG BOLTS @ 6" D.C. DOOR COMPANY, INC. SECTIONAL 15-0317.OS IMPACT DOORS ZONE 4.47.9 -65 PLASTPRO SMOOTH FL# IMPACT TAPCONS@16# MAX. O.C., WITH 1.1/4"MIN. WOOD RAIN 15213.1 EMBEDMENT, 2" MIN. CLEARANCE TO MASONRY EDGE, 40 MIN. CLEARANCE TO ADJACENT ANCHOR THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW ANP AFPKUVAL run use Ur FKUUULub Lib I tU run H1LaiMULiUne. nt AlLeriAN�t Ur Int�t PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THO OFFICE FOR THESE PRODUCTS. LINTEL SCHEDULE MANUFAMIRER: CAU&RETE RECESSED LINTELS Rii-4 5'-Ir 38110 1795# ALL BEAM$ An COMPOSITE BEAMS 9FI6/1TdB UNLESS OTHERWISE SPECIFIED ON FLOOR PLAN NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. L- 4 $ F I ro ( I T`- t tws W 1-rt4 ';r �7 P 4� S � L.g JI r Lt 5t'�tCCo Ge-dOC-1reefSGWL -V- 0 n I CO 5(o Z9-to L4 I114 A. 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I ! ,Q Ea<cc,a, � R 5ii. � M o OD _> cs) r- f y '� sUEt v n�� �JSS LtJ A,QcH 4�'C-tik„ 4 [•"l0 4 3-4 '{• 11 .1- oPF nal,aG , �." , • `/ r" __. -"�\ r, ^--- -\ tl ANu !Sc PCvPC- 5 i 394 5-fo ¢ f ( 1Z-Lt FIBEtLGLA$S EL LtJS1?4. YIN Na PI Pe {O -r0 11 CoPp B.C. `yFS7E L'YT•, ?q'tTZc G LG. O Ta t I • tA o =0 M IRLar- A'V r-H T-° P rt"S° �1 fzL-G L-g • 14 �z 4 _ w a65&c L-2 t3A 4 ii g� tB�', o ce Z4"K'Z.4"X zA'F4, $UC EASE. `U'/4.Lx Y'6 9 rN F1t..LGP C�. LI (i-fo z-C? resti z !F / J AT 14,N4GG. L,1A.61. Ab•V'E 1 $4K. T7a j2'APF co tt C"�7 Po 52CN 1 ^617 C56%.-5,tir q IZN1G1� V.isA.L.L_ 0.6avra< 6(.A'Lk ro W 1Lr gr F, c 51t 12.4 U-� . LL4 Zr3+Y ; _10D V00 U SLEEPING ROOMS PROVI E AN EGRESS WINDOW WITH A NET CLEAR PENING OF 5 S0. FT. FOR GROUND LOORS, 5.7 S0. FT. FOR UPPER FLO )RS. 0 ENINGS SHALL NOT BE LESS THAN 24'H OR 20'W SILL NOT MORE THAN 44' ABOV FLOOR. 40 i1 AEL J. SF AR 898Z 1 Michael J S M •V 0 O 0 V mom. 0 V Q ifo mo&\`�20 P11 F COPY R GFhraF�E FT<. ,t?i,.�a .Nk .. .. .. .,., v",... .�:+3EeP .v'?` .. . ,,, r+". ., .ry ,.v.,+ ,uv' lfix _. , ,.. ".csN/ ✓.A ..,. .x u4 ,dr> , ..�✓.°...., .x.,�F ...,!?............. ... r' .. .. ... ... ....�, ....... T. .... v ..., v .. . . ..... .c ....fA'. <.✓. .><°!�'....rFY;.... M.ox"n.....y !. < N .?,... , kE v x N.n,4 YF , < ,.r 3x` . .....v..,z� as A.P.'AYM' Y "J�� ..: �... F'-E'�':f�' ,...;:�zz, x... ... .... ...»aR ... '�`,..�.,Y+`. .rs _"',%db,^"brZ"`aa.�.,,r t� <.. ...>h;n:'.�';a.......;..: ,...x...�'"^'�'''..,".mY/",.. ,+.��+x"+.,fir,-,?`x$"v°�v",tw3a'�".ii'�,'.F"o-`-"e..xy'3r,✓�i�ka,9,.;1i-05°c'P�P�"9-`� ..�''..•:�.rC '- .::r:�,�Yr. 'a .oawuw.oa ,mv.. ' p. � :.�. .. yw_._.. . ;._.... ,..: s°p�'+"., :....... .r�dax'il?�" ,.. . Y�3ii.` ..f ... !!?..,�?:.,9isrn.K";.t�Y:3,y,,;A'ft>""•*f-.,s:-,.r^�^%+'.r�r-.<.-;.>.xe?:rcP .�-tom^. .ara.;, ,ram.;>;�. - . ,x"y �y g NOW 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 AFLAME 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 WI'LH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE-DF. VEI.OPED 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, TAHLE R3DT.2(T) CUMATIC AND GEOGRAPHIC DESIGN CRITERIA �^ WIND DESIGN SU9JFCT TO DAMAGE FROM WIHTBR I ICE BARRIER AIR MBAN ROUND --- - iit SEISMIC .,_.._._._..T' SNOW Speed° TtWographlc DESIGN : Frost Rne Y DESIGN UNDaRLAYMENT FLOOD FRE621NG AHM LOAD InmN OW offs to"(NA _CATEGORY+ W_e_aft_Mnry1`'-.,tliQtil°j7`WRllte° TEM_ M REOUWEIY' HAZARDBe INDEX' T Vcr — NA Ste Fig. ROUt.2(4) NA, I Ntgbipbm NA Y NA NA NA o s' Frrr. 2xco f5uGK La/ 3t(Cc )(z`It. I ' TAPC.cJA�S Q 1x'`ole, hrncr.r,GeFA 2xco SACK w/"Yz )(S'/z'� ?_Ei> FIE bPS , Z k tie 1 Q9 - Y1AaH S T 0 O 1 O O Ga�C�E. IK' DRYWALLAND FURRING ATTACHMEN P.T. 1 X 2 FURRING @ 16" O.C. FASTENED WITH 1 Y:" CASE HARD NAILS @ 8" O.C. /2" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. 5/8" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. FOUNDATION SCHEDULE S-1 4" (2500 PSI) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN, COMPACTED, TREATED, FILL. F-I 12" WIDE X 12" DEEP THICKEND EDGE WITH I # 5 BAR CONTINUOUS. F-2 18" WIDE X 16" DEEP MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. NOTE: STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER AS'TM C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN WD.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. %' PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. W' CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS %" MIN. ks M z"�ALu, Ctf'ti~ to e,at4�R.. K.1' i4) nrAp ATTIC VENTILATION CALCULATION 2600S.F. X ROOF PITCH MULTIPLIER 1.18 = 3068 CUBIC FT (WALKERS ESTIMATORS MANUAL) 3068 / 150 = 20.4 S.F. OF REQUIRED VENTS (SECTION806 FLORIDA BUILDING CODE) 7" X 22" =1.06 S.F. PER VENT 284 LINEAL FEET / 8' = 35.5 VENTS 35.5 X 1.06 = 37.6 S.F. OF VENT AREA PROVIDED STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM41R R 2 GRADE OR BETTER WITH 1WO P.S.I. MIN, FIBER STRESS VALUE. 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2500 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL; FOOTINGS 3" BEAMS 1-1/2- COLUMNS 1.1/2" S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 9S% MODIFIED PROCTOR DENSITY, 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION. 7. DOOR& WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPUMCE DESIGN PRESSURES. 8. PRECAST / PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. "NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z -MAX COATING OR BETTER. WWMUM KADLR SPAN r-o• e'Nr�r=e1 rra Ise re:-o'� wh inlli I S AClN I t L a i 2 _.... H 6 M/Ilnl 61W5 eMgWtIYM:F11U q llr,,pp _: __ FLLt ItNpif SIW At tAt>• ttp G" IYM91 I"IME . WoU Top rt asAt sans I id Na+ w.sY "mil OVJ11 T' eL.0 9 alb dP. x:• NP WMRV MH SW A LWA le OR In w WE Wqw M KPDLi Ns if x 9w LAM%0A $1PSOI1 SM % , w" PJ. WROM na`t POINT BEARING HEADER CONNECfiON DETAIL LtS �,.•� r-z)oF 5TKU CTu R.1;,• f 17Hc,'K w A c.� Lc",c�Ets�) 1 STUDS GI? 2.4"4,CI Q!'O'moM rL.n.ra yrin�� �cn o rG _N^4NtL SECFir-%0 _. ts_VE.ARS 3 ..-n:.F: .. e urrx-:,,_.� /J,;,q✓y. ✓,_ „..„.... .v..a . m., s.v^r ,,.y .„.., 9' ,..: d: ..v.,. : ..<..r ,•.c r. ._ t. ✓s a, y.rz: ..� _ :.. � ._._ .. ._.. .. ,rg. �... ... <. -:; ... m,...:: .. .v . .:....:. .. ..:...,.>: ,.i�' ... .. _f„<,xC wvan.:rmrsxx 'S F�rYtxs•.. •_... ,. a+ < a , 1 n , U w a U� •'"�' z° o OH -i— U d � Q Lu A Ca A* LIE— p ez f � t> t ry P-1 1 _ A % ? P ', ROOF SHEATHING 14AIUNG ZONE INFO, ZONE PI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER 3i 6" O.G I1h11), 70NF P2 4` X LENGTH W/8d RING SHANK 0 4" O.0 PERIMETER & 6" O.C. FIELD. TONE P3 S' X 5' @' HIP AND 5' X LENGTH @ GABLE ENDS W/Sd RING SHANK @ 9" O.0 PERIMLTEP & 4" O.C. Fl Iir_ 99113�20 CDX PLYWOOD SHEATHING \ 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. / I UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM_0226. P L tj 'aLil= Intl Michael J SPA 0 rn v tQm� �G C+ U m a .0 zO°�' a OF � .0 N� "'jj*m O o U Q < A 00 _ GKA �Jp E. 1 �/31Z �A.%1 �olti C.3�L�tz. Panq t2) 5+r1P5or-� fiETA to Q 6A• Cgm-v �0/16-168 N a m COt a , C.d L , FT- slDcr�v,6.r�a1� (2i LSTA 1 v t s 51W!P �C2.) ►� rs 1to 3T04W-'i @ 25FA Eh3F' 51Mesora SP4t �`t.f <itT�PS ToP �E ,ct PLAT �ift"Co ona Ps>PER.$AC�FD W1�� 1' 4AT ours "!-63k Firzur Cv.-� itz" CG)9 QL%? J30 0 D wk9 ('% N f,l �S P_ / vtoOp ti ArE a �v h r= c._-` -f o+."3 <:;-? ck'3 'CY "CC ul W p24`bc SiEE SI+a _ w1_NGS: 51M$5o►o KccTA Zo PE.R g e Krr_N E 314 " -- - L11ES,,A'Uu. 4-SP"ALT 5,01WGI.P. IrovP't,* OVer4:. PML . ST14.14 VV40eRLAIME-N T ara 5g" Lax P'lW009 51+EATHJNG AT'CAKiJ l7 PLrQ. WAIL144 LOAN Wr-OF-MAwrION ro 12 `�. ETAL. AWC14, STRAP ' ^ CA TR I� s 5 -'SVt ST�tA PPIt�IG SGFiBDULE 3c R-04 F16 LA6S . SATT iNS. S1.Q�1 :�l2''CLj,P NStT�f hRYW LL f27 COVftS '. GONC, $,LK- la?"0 Par m - R ttpL,AC E 2N�.CAVR [�� P8E-CAST "lk"D R'f WA L � I W *N oN xz P, =uRtziht�, Q 24 yri,-o 1 .. 1»sul.AT� Ww000 t1f.Oh1t, sf fp M1L V!saw is Illm MET"', "I'll P !n2 P• N/ttLER lx-c.-R•S,G, FASCIA 1 re"s C.R E w 2` 0u fiLLLrD 5LOCK CELL5 COR EKS, Lg. PWPC OF L` ARCH OP5W1 NG 6-0"64 MAX. - S.EE F OOK rti° AN Fo, f=XkCt LOCAMO tN EL.t7l2 LINE . EYEL ': i FIh4GKADE J ' a ELL. CClMOACTCP (,%Soo P"S't� McAIN TEItMfrt; TRZATED �. ':-::��'�rl.i:._ .MDt�IoL"1 "TI•� f C Gf}t�I G . FIG.; YMCII�l QALL t :.n. x ,. . ;:':,- r L,,::^ .^-,r.z^ u t�;4n"FMi s x oygir . ,.p l" vs+.. u .. __vr-:5l,; .E .. ,:4 ���,:^ry',n, w+ .:.xr+ - ,rr . _ :... .," N:'v- � a 'Y "�f ✓ :.x.; s.r.. ... ., ,.,:�� 3�,. :,: .....�.._,..,.... Y'.,�.... _. �.>.-. ...... >,......_,..�, d'n'.....t.�."..r.s:�adkb�'Ft.3'.✓d^°°-.':"+.,.vR4.`�i:?'„"rF.;v r�'°.,x; �?'.tXbd"�'.Y. .. ., s,P:�.'.�� .�•rr F .. .4s.>R.. ,!^. t�'Y�'!'4'.Y1F,?'✓�'.�v7�?fi`.�?'6a'^'���3'+�rz?r. ;"r,,''',r :x7 M+w+�t :.r nr' s . z�`a`i4sy�° -` ..., .....,. .. _.. ., ...,.....^�e%i. a�n°..�TA.^":, e?.,. .....: eke: ;,,a`N..".FP<,�.'EJ,°,�;v.,, .z.F?',�..,;•:'..-...�„'.,.,: ..�''.: ��;r',+ �2'�`..>.<, v,; <?'�o ✓,. <,P, ,,.vP�se"6�'.�A" .n;e_� _........... 3�4•ft 1, � 1 O 11 FILE(X)pyLEV'V ',^ve<:Yrar;+�a!a' mxrF'F,«';^?rx,�r!M'�iA+".�.� .,"�s,qw q��'> • air roman.; pi t Pnwl wlc/ ^n Cf+uc11111 c TRUSS ID BEARING POINTS) GROUPED, WU!CNAL CASE) SIMPSON CONNECTORS) CONNECTOR(S) UPLIFT DESIGN FASTENERS p EACH 818N I (11HETA 20 am 9-10d X1-1/2" AA-AF AG-AH EACH 1 BRG HANGER BY TRUSS COMPANY 112# (i)HETA 20 1810A 9.10dX 1-1/2" 2 BRG HANGER BY TRUSS COMPANY Al- -1-BRG 331t (1)XETA 20 iD10N 9.20d X1-3/2- 2 BRG NAILED PER TRUSS ENGINEERING A1-AK EACH HANGER BY TRUSSCOMPANY Al 1 BRG 295# (1)IiETA ZO 1810N PER TRUSS ENGINEERING AN -AD EACH EACH 4SW 820# (1)MTS 16 (1)HETAZO 1000N 1810# /2"B-DS 2"E-H 1 BRG 2466# (2)HETA 20 2700N UX1-1/2'2"NAKED 2"EACH2BRG HANGERBY TRUSS COMPANY GRA EACH EACH 1621# 2180N (1)IIETA20 (2)HETA 20 Into# 77DON /2"GRB /2"EACH GRC EACH 7819# (2)FGTR 94DON (2)%-X5-TITEN&18- SDS W X 3" EACH GRD 2 BRG 3920N (2) HETA 20 (1) L612 2500Y 2150# 9-IOd X 1-1/20 EACH 16-16d & 1-1/4"x2-1/4" TREK 2 BRG HANGERBY TRuss mNIPANY 6RE EACH 2O37# (2)HETA 20 27104 9-IDd X I-1/2" EACH GRF EACH 1226# (1)HETA 20 2810# 9.10d X 1-1/2" GRG GRH EACH 1 BRG 933# 3636# (1) NETA 20 (I)WTR 1830N 5000N 9-10d X 1-1/2" EACH (2)Y,"X5-THEN&18- wsu"x3" 2 BRG HANGER BY TRUSS COMPANY GRI-GRK GRL EACH 1 BRG HANGERBY TRUSS COMPANY BOON (I)HETA 20 isim 9-10d X1-1/2 2 RRG HANGERBY TRUSS COMPANY GRM 6RN-GRO EACH 1 BRG 1128N 3039 (2)MTS 16 li) HETA 20 2000N 1410d X 1-1/2" EACH 1-1/22BRG HANGER BY TRUSSCOMPANY I-L 1BRG 24%# (2) HETA 20 1-1/2244# (1)HETA20 1-1/2"M-R EACH HANGERBY TRUSS COMPANYS-V W9-lDMd 1 BRG 705# (1)HETA ZO 1-1/2"28RG HANGERBY TRUSS COMPANYW-X EACH 1246N (111 20 i-i/2" Y-Z KINGIACK EACH 1 BRG HANGER BY _ TRUSS COMPANY 743# (1)HETA20 1110N 9-SOdX1-3/2" 2 BRG 591N I (UNITS 16 1000N Into# 14.10d X I-1/2- HIPJACKS 1 8RG IS" 20 9-10d Xi-1/2" 2 BRG NAILED PER TRUSS COMPANY imm VALLEY TRUSSES 48" O.G 672# (1)Mi516 14.10d X I-1/2" TRUSS INFORMATION TAKEN FKUM MANUFA61 unrrt »nur urtr.•,n.}o....,.+:.:"•.+., -- DATED 2 20 17 ALL LOADS REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT, ELECTRICAL LOAD CALCULATIONS 2600 SO, FEET 3 VA 7800 VA 2 20 AMP APPLIANCE CIRCUITS 3000 VA 1 REFRIGERATOR 2400 VA 1 DISHWASHER 1200 VA 1 LAUNDRY 1500 VA 1 RANGE 12000 VA 1 DRYER 5000 VA 1 WATER HEATER 4500 VA 1 MISCELLANEOUS 45500 VA TOTAL 3 W VA FIRST 10 KVA@ 100% 10000 VA REMAINDER @ 40% 12760 VA AC / HEAT @ 100 % 12000 VA TOTAL 34760 VA 34760 145 AMPS 240 USE NEW 200 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT 21.8 NBICJIL L1mfi)= SINGLE POLE SWITCH 3 THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET 4 MOTOR OUTLET WALL MOUNT LTG. FIXTURE C-(FI GROUND FAULT PROTECTION PHONE OUTLET II J.B. FOR FAN/LIGHT COMBO CABLE TELEVISION OUTLET WP WEATHER PROOF �a7 RECESSED FIXTURE CEILING MOUNT FIXTURE 50 SMOKE DETECTORS o- DOORBELL F `j CHIMES 3.1L '3l 0 Ir m" V c u + 10 O110 /Z41 WK 14 Zoo A MAW T sT 4 Cu, ae.wp T.T:u i0 R LO C.. '-M%-(. h4I?f A PRLJEI� Ct/�U It�P Ca>fmq. tr-- 11c6. NTS fl& ` em 0.r�Qa u ADED ELECTRIC SMOKE ECTORS WITH eATTF:RY K - LIP IN ALL SLEEPING �S AND STAIR LANDING 60 THAT THE ACTIVATION TECTOR Y�/iLL ACTIVATE ALL• N MONOXIDE ALARM SHAI LLED IN ACCORDANCE C. RULE 513-3.0472 WITHIN OF EACH ROOM USED FC iPURPOSES. 5 a ITCtF - - � Pec�NT po0� l F:: F:.e"... .rN .. :...... .... F .. .. . .. ._..... _. ......... _ .. .. ... .. .._. ...::. :.... . .� .. n.l!• .. MILL � u . H i,uY� .. } .....G' . ... _f... « .iC�. ..: kf F2 ...... L . .;;r«.}'... .M" � .. -... dPJ9eC?' '.1%: •fa+ •�wi •r. .. ..v... C... .. _ .. x . , . 1?uV✓�+F> f.'`... .................... _. _... ..... .......... x......�.."%:......�.a......."...'�..Ffhd9!:�''. a .. ....... < :,x'3s .. dr: *7F ,@~i.0ak1Am, > X.k. ....e SPSsw.w _nm. :.M � : ,"l,,oysy r,�' ' ;.:'.`. .. � .. -......'NS!....'��.c�,..:LO?Yfi.•�F.. a.:._: ... .. :.4 ... .. s .SSF'..... ...... .. k.... .. .:.,... .!",'.n!7F". .. ................. ......... TMY�i?�. .. ..'YL!.i?YG'+.i.'�+. :+.�'•'. 'F. .. .. .� .3":?A�.... ., ..+r. .. .x .,t"rk�.F`� ........:�xs�?PJP.8 �.P.:W,w'�` �y"e.. � �' � .. x .. r'I �� •ra}� �. ° ,.a„FK>x .. . , e9t`i'I'. .. n ,: ::.. � .. . . FILE CO EQUIPMENT SCHEDULE -AC -I CARRIER 5 TON C-U, -C."VINAMON A.H.U. - Fx4oNF061 HEAT - OS KW COOLING CAP. suS(* HEAT CAP. - ssosoo ELECT - 208-23(I..j ORKII CU- 50 AHU,4S REF. LINES - 7/8 & 3/8 S.E.ki& -� 14.0 H$PF - 8.0 SECONDARY DAAIN-­—"x PRINCIPLE DRAIN LINE TO OUTSIDE 10UNEING DEI&L" NJ,& a .. ........ . .......... •... ............. ........ .. ........ .... . ........ ....... ... ..... ... . .. . ............... ..... ............ ... . ....... ..... .. ...... . ..... sp r 1 E it kit AIR CONDITIONIM.. CA MECHANICAL, jnc, 1 77 CI I Ganaml Notou .... . .... . . . ..... . . ..... ... . . ........ DESIGNS, ARRANG W-ENTS, A NO PLANS t4if L,wc PROJECT, ON E OF St)CH 1 0 GNI 'C ARRANGEIA NT5, AND PLANS A BE I, SED BY, OR DISCLO ED TO ANY PFP304,FIRW.OR r J� CORP A-11 FOR ANY PURPOSE WITHOLT WRITTEN 0 C PER 3 OF PROUREW AIR CONDITIMING & MANIC INC, W NIC GRANDE CONSTRUCTION P+%,ANCOURT I rPORTST.LUCIE, 'r"hrS1"ENCE FLORIDA FABRICATION AGREEMENT TRUSSES CANNOT RE STARTED UNTIL THIN AGREEMENT Ia SIGNED & RETURNED Tim legal description of du property where the tmsees ws be kmWW W 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'-0: ON CENTER EXCEPT As NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. M I DON'T LIFT TRUSSES I WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30" Span or less & 30' to 60' Span 0 degrees Sprea er Bar or less 4 1/2 —► T a Line span approx. Truss must be set this way if crane used. Truss is an ..ample. tour true" may not match. ,sist crane operator sets truss this way. h'ag 4._Approx 2/3 to Line 1/2 of Span REFER TO BCSI iss 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 ® are installed. A A I IFR H A N D IL E FR N O'T I= 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. U REPRESENTS A HANGER 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. HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT CORNER JACKS Y �U = ARE NOT BEVELED. SEE STANDARD ENGINEERING. \ U if W U of N U O �I z I I I 24" O.C. THRU I I CORNERJACKS I 1r_716 I ONLY 24' CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT HEIGHT OF 9'-4" ABOVE FINISHED FLOOR INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 10'-4" ABOVE FINISHED FLOOR INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT HEIGHT OF 12'-0" ABOVE FINISHED FLOOR ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 22' - 29' IN LENGTH9 Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers TRUSSES FOR THE FIRST MODEL SHOULD BEFORE ANY MORE TRUSSES ARE BUILT F HIP VALLEYS ARE DIFFICULT TO INSTALL, CUTTING HIP VALLEYS IN HALF & FINDING HANGER SCHEDULE Use HU52G for 2x4. SUH4G for 4x2 EXCEPT AS SHOWN carried truss carrying truss hanger ID fasteners for carried truss fastener, Carr in GRB HUS26 10d x 3" 10d x 1 1 GRC HUS26 10d x 3" 16d x 3 1, GRD HUS26 10d x 3" 16d x 3 1, GRE HUS26 10d x 3" 16d x 3 1, * review Engineering package, for general instructions on installing hai 10d=0.148" x 3" 16d=0.162" x 3 1/2" 10d=0.148" x 1 1/2" 2x J51 12 6.00 ' D-1 co 12' v 112" 2' upset=1/4" heel=4 3/16" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT 12' END DETAIL: B upset=1/4" heel=4 3/16" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT 9'-4" END DETAIL: A upset=1/4" heel=4 3/16" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT 9'-4" TYPICAL END DETAIL SEAT PLATES BY CHAMBERS 6 by oth t _ wh1. Trtslaee will be made N am eccadence with nb tops placanlant diagram ayout ich IS the sae sufnorfty for aetromhgng srrcc,WW fabrication a tint wasps. 3 Al mmenslons n fhb layout have been vert0ed by the raWerslplad. ` 9. lhdeu wrebn notice b provWed by cartlllad In to Chambers Trams within ten (1� days a delwry the usrdasigrred agrees that no b8claci arpes Will be allowed. In Ohs event such written no0oe Is hsrllalted Chenlbaa Tams anal hew tltrae (� buMitsss days in wtlFtlt to.tmpin mPaks req*W, or m sutmflWM other tr= at cllanbers apt�rL Im WWersWW adoo 90". recalpl of "SCSI 1-0S" avnnmry street by TPI & wrok d,DeWay Is to Job eta h le the btryeri rwponelbaty b make tiro Job alto sasble for dolNery. Chambers Tams has the sob euthafty to detennbrs the wlebaly or the Job ale of a portion of the Job see for delvery. chamber Toms wa be rosponaRye for dump delved, pray, The . buyer Is tesponNbla M eddttlonW delvay m�ertaes H Chambers Trues has I cry because Job site b not prepared for deMay c btryer le rrot prspered far detNery of hawse. Br0'deb roaPonsPole to Chambers Taw for Gating wets due to ale wo lons. ;7.0.:i?rica u shower n p mph 7 below le strbJed ro dwnpa N mry dwrges are. made n thb leybuL A 550 Per hourfee far revklam may lea d4: try Clarnbaa Tow, ' 7=;'�hb le a PURCHASE ORDER to Chambers. Tnw of the sum speed to, c M" �regM a Ia� bIs Wlce. Inwke can be made on delvery and paid wtthn terms of if$IHery'a tabrtcatod b"�imabeei. The orders ulad date bf deRvery N buyer carets accept atWtneye fee for collectidm n avant a = aflrsea to pay Chambers Tr ms meonabw d�euge call lea added for d n rot Payment not tlnrNy made. IIAM %per month seMm Paid within terms. S. Signature or Js anywhere on tide sheet aonatlules agreement to all terns herein. -9. In conslderatlwr of Chambers Truss mdending cell for this meledel true tmderelpned unaorultlonely pmrsrdsee payment when due of arty and a0 JV.M dneus awed to ,ambers Tow by 9ny entity recolving me[erlal end the underslpned agrees to pay such Mebtedness ndudlne atiomeys teen. 1 defaul o payment far matalal be made by the 9dviam. 10. In the event of any Idgation cmwmhV #6 agreement, the lams famished hereunder v payments referred to herein, Ora Pardee agree that the ads venue (or arry such action win 4 Saint F.irde County, FIwWe. ?" Dpslgn rospondblaes era per "Natnnal Standard And Recommended Guidelines On tasporWbll; Far Canseuc0oo Using Metal Plate Connected Wood Trusses ,,NSUfPINJTI.A 4-2002— Aspreadlrbarmaybereyt((wdper'ECSI1-i" toPeventk#"ry , anage. 'i6ltiple ply trusses must be intoned together per engineering 4e16re they are s4 failure to do so can resultin roof collapse.' @jnporary and permanent bracing are required and can save INe -`and property and Is the responsibility of the truss erector. S the contents of the Infomlation packet Included on delivery s ^'° before setting trusses. ,�4i 1russesmustbeaetandbracedperdeslAntoprelerklrrtay&damage, Trusses must be set plumb and square 'Do not set bunks or stack of plywood, roofing material or any ,.91her coficentrated loads on trusses. thls can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT -,-USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES :. CHAMBERS TRUSS INC NINE 3105 Oleander Avenue Fort Plerce; Flcrlda 34882-6423 800-551-5932 - "f6�tPieme 772-466-2012 Fax 7724654711 teach M 569-2012 Stuart - 772-nG-3302 Wah Slum (1H4NBERSTRUSS.COIH 4OF DRAWING / SUBMITTAL RE) V"OVED APPROVEDAS NOTED REVISEAND RESUBMIT REJECTED __ JBMITTAL WAS REVIEWED FOR DESIGN NFORMI' aNERAL CONFORMANCE TO CONTRAC' DOCUI NLY,^THE CONTRACTOR IS RESPONSIPLE Architectonid Inc. Fort Pierce, FL 34950 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department City of PORT ST LUCIE Wind Design Criteria ASCE 7-2010 Wind Design Method Main Wind Force Resisting Roofing Material Cement Tile Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 15 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 45 7.2 Duration Factor 1.25 Wind Speed 160mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 22'-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: 74221 Scale: 1 /4 = 1' 205 total trusses, 91 different trusses. MI 4: RAC ACAD: RAC Reviewed By: Date: 03/24/17 JILE COP' FOR GRANDE CONSTRUCTION DESCRIPTION: 17900 WAGONWHEEL LN. PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 74221