HomeMy WebLinkAboutEngineering 7
I
i
I _
I
TABLE OF ROOF BE 3.COLUMNS,PURLINS A )GIRTS: SPECIFICATION NOTES ANU DESIGN ARAMETERS: POLY ROOF CARPORT
THIS CARPORT STRUCTURE MEETS THE FLORIDA BUILDING CODE FOR A HEIGHT W-2-,150 MPH,EXP.'C' 1 TRISDESIGNCOMPUES WITH THE GUIDELINESDEFINED IN CHAPTERS 186200E THE FLORIDA BUILDING CODE(FBC),STH DWG.#RVC-2017-104,REV.0
IWIND SPEED.THE TABLES BELOW ARE BASED ON SIMULTANEOUS LOADING AS DEF] DINTHEFLORIDA EDITIOR(2014)BUIWING,USING THEALLOWABLE STRESS DESIGN PRESSURES LISTED IN TABLE 2002A AND TABLE 200ZM
BOILOING CoDE(FBC),CHAPTERB 16 AND 20,AND OTHER REFERENCES SUCH AS ALUMINUM ASSOCIATION THE AAF STANDARDS OF THE'GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS'FOR TABLE I ARE APPLIED. September 23.2017
OF FLORIDA(AAF)-GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS.STRUCTURAL ADESIGNBASICS: THIS POLY ROOF CARPORT 19 A RISK CATEGORY I STRUCTURE HEIGHTS'-T,IS0MPH,EXP.1:
VALUES FOR EXTRUDED ALLOY 600ST5 ARE TAKEN FROM THE ALUMINUM DESIGN MANUAL,2015 EDITION. B THE BUILDING CLASSIFICATION RISK CATEGORIES ARE FROM FBC,TABLE I6D4.5 AND AREA LOCATION WIND SPEED PER SHEET 1 OF 3
FSC,FIGURE 1609C..BUILDING CLASSIFlCATIONPER TABLE N2.1,ASCE 7.10.
TABLE 1 I MAIN ROOF MEMBER SCHEDULE C DESIGN PRESSURE:FOR SOLID ROOF 4J 30.96 PSF PERTABLE 2002A. GENERIC DESIGN DATA
MEMBER - MARK IMANFJ WEIGHT ATERIA THICKNESS LENGTH DESIGN BASIS DMAXIMUM HEIGHT:HEIGHTS HIGHER THAN LISTED ABOVE REQUIRE SITE-SPECIFIC DESIGN BY THE ENGINEER OF RECORD.
N SKIN POLY SKIN I FT. IFILPROD.APPR. E ALLOWABLE DEFLECTION:LAN MINIMUM,AS SPECIFIED INTA91EM6043 OF FBC. HEIGHT 6'-2'150 MPH EXP.'C'
POLY ROOF PANEL NI 1 PKP1 1 ELITE 1 ALUM 3• 0.024 12'-0• FL7561-R DWG. F CONTINUOUS LOAD PATH I9 PROVIDED WITHIN THE CALCULATIONS USING ALLOWABLE STRESS DESIGN PRESSURES.
OR= FL-70oi 3.2G-15 R V CONSTRUCTION
1 2 MATERIALS(UNLESS OTHERMSE SPECIFIED BY THE ENGINEER OF RECORD): 3318 COLUMBRINA CIRCLE
TABLE2 MAIN MEMBER SCHEDULE AALL EXTRUSION MATERIALS SHALL BE ALUMINUM ALLOY 06005T5 OR 06061T6;ALLOY 06063TS IS NOTACCEPTABLE. PORT ST.LUCIE,FL 34952
MEMBER MARKI SIZE I MATERIALI TYPE THICKNESS LENGTH DESIGN BASIS BFASTENERS:ALUMINUM ALLOYS/2024-T45 RU&T6,DOUBLE CAD-PLATED STEEL,HOT-DIPPED GALVANIZED STEEL OR OFFICE(772)38D-8253
b X t I ALLOY I I W I F I FT. I 300SERIES STAINLESS STEEL MIS THE RESPONSIBILITY OFTHE CONTRACTOR TO PROVIDE FOR SEPARATION OF LICENSE#CRC 1330965
COLUMN#1 Cl 3 12 ALUM TUBE 8125 O./25 0'-2' CALCULATION DISSIMILAR MATERIALS AS DEFINED IN THE PBS.HEISHE MAY IMPLEMENT ANY OF TILE MEANS LISTED IN THESE SECTIONS.
COLUMN#2 C2 L 12 ALUM TUBE q10gCALCULATION ALTERNATIVES MUST BE REVIEWED AND APPROVED IN WRITING BY THE ENGINEER GF RECORD PRIOR TO ANYCARRIER BEAM#1 CB7 L7 ALUM SMB CALCULATION INSTALLATIONS UDUBNG THE SUBJECT METHODS.
EDGE BEAM#1 E81 2ON ALUM .HOLLOWCALCULATION CSCNEENCLOTH:.SHALL BE VINYL-COATEO,WOVEN FIBERGLASS,MAXIMUM DENSITY OF IS%14,SS%OPENMINIMUM. LOCATION:
MID BEAM#1 MBi 2f3H ALUM HOLLOWCALCULATION OTHER SCREEN DENSITY REQUIRE ADDITIONAL ENGINEERING CONSIDERATION.
KNEE BRACE NI KB7 L 7 ALUM HOLLOW CALCULATION O ANY CONNECTION USED,THAT IS NOT SHOWN ON THESE SHEETS,MUST MEETALL PRO AND ALF GUIDELINES. NAME:
I E MATERIAL UPGRADES(STRONGER ANDIOR HIGHER GRADE MATERIALS)CAN BE SUBSLIrwEO ATANY TLUE. MARRA RESIDENCE
ADDOIONAL SITE SPECIFIC INFORMATION NOTE.-AVERAGE F A W ORA W SNAP MEMBER CAN ALWAYS REPLACE A W OR A-W HOLLOW MEMBER,RESPECTIVELY. ADDRESS:
7HIS POLYRDOF CARPORT IS LOCATED IN A RESIDENTIAL COMMUNITY NORTH OF SE WALTON ROAD AND EAST OF G WHEREVER SCREENING OR KICKIRUMS ABUTS THE HOUSE OR CONCRETE THE MEMBER USED TO SUPPORT THAT 3600 WESTCHESTER COURT
U.S.ROVE I IN PORT ST.LUCIE THE CARPORT HAS SOME OPEN AREAS AROUND IT.TILE ENCLOSURE 19 ABOUT SCREENING OR KICKPLATE WILL BE A I'X T X 0.046.O.B.OR STRONGER ALUMINUM MEMBER. CITYISTATE:
12MMETWESTOF THE SAVANNAS PRESERVE STATE PARK.PERTNEEXPOSURECATEGOWESUSTEDINSECnON HALLDOORJAMS(D)SHALL BE Tt Ti0AN6•AWMINUM MEMBERS OR STRONGER PORT ST.LUCIE FL 34951
1609AZ OF THE FLORIDA DA BUILDING CODE THIS ENCLOSURE SHALL CONSERVATIVELY BE CALLED AN EXPOSURE'C'. I IT IS ALWAYS ACCEPTABLE TO ADD OR RELOCATE A SCREEN DOOR AS LONG AS THE COLUMNS ARE NOT DISTURBED. COUNTY:
G TH ACCORDING TO E COMPUTER PROGRAM'WINDSPEED BY LOCATION•,A PRODUCT OF'"PLED TECHNOLOGY - ST.LUCIE
COUNCIL!ME DESIGN WIND LOAD MEQUREMENTS FOR A MM CATEGORY I ENCLOSURE IN MIS LOCATION 13 3 ALL HOUSE FASCIA DETAILS,BOLTING OR SCREW SELECTIONS,BEAM SPLICE DETAILS,DI^R�Itpppg pp��f1ACHMENiS
DICTATED BY A WIND SPEED OF 140 MPH.HENCE,THE DESIGN PARAMETERS BEING USED HERE ARE 150 MPH WIND COW MN TO BEAM DETAILS,STRUCTURAL GUTTER DETAILS,WALL AND FASCIA DETAILS, OR I QF
LOAD,EXPOSURE-C.RISK CATEGORY ROOF DANCING DETAILS,SAVE SPACING DETAILS,ETC.,IF NOT EXPLICITLY OUTLINED ON THI yy{{
IN ACCORDANCE WITH THE LAMSTMC EDITION,INCLUDING THE AAF.ALL INTERNAL CONNECTI BL
THENEWPOLYROOF CAN2WISBEINGINSTALLED BECAUSE THE EXISTING CARPORT,WHICH WAS BUILT IN THE PRO(AAF)AND THEME INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR OCT o7LY1l 1990S,WAS DAMAGED DRIN UG A RECENT HURRICANE IRMA THIS SEPTEMBER THE FROM TIL IS W-T HIGH AND E
REAR IS W.0'HIGH;WITH A RUN OF I IZ MET GIVES A SLOPE OF MOM 0.78 INCHES PER FOOT.THE POLY ROOF 4 WHERE APPLICABLE,THE LOCATION OF ALL-K•BRACING,WIND BRACING,EAVE RAILS AND CHAIR RAILS,ALONG WITH PERMITTING
CARPORTIS BEING BUILTON AN EJUSTINGNOMINALVSLABTRATISINGOODCONOTTOR THISFOUNDATIONIS ANY DESIGN ABNORUMMY,ARE SHOWN AND/OR LISTED ON SHEET Z THE-SITE SPECIFIC DRAWING•. St.Lucie County,FL
ACCEPTABLE FOR TINS SCREEN ENCLOSURE THE DESIGN DRAWING IS SHOWN ON SHEET 2.THE POLY ROOF -
CONNECTION DRAWINGS ARE SHOWN ON MEETS 3. 5 ALL STRUCTURES ERECTED ON CONCRETE SLABS MD I OR FOOTERS SHALL BE CALCULATED TO ASSURE THERE IS FOR BUILDING OFFICIALS ONLY:
I SUFFICIENT HOLD DOWN CAPABILITY TO MEET THE REQUIREMENTS OF A ME ENCLOM% THIS DRAWING IS ONLYACCEPTABLE
THE HOST STRUCTURE IS A MODULAR HOME SO 4TH WALL CONSTRUCTION FOR COMPOSITE ROOFS WILL BE USED. An/SUBJECT ANDALLPROPOSED WORK FOR BUILDING PERMITS a ONLY WHEN IT
ARD SUBJECT TO ANY CO
THEREFORE,THE COLUMNS.BRACING AND CONNECTIONS SHOWN ON SHEET 2 ARE THE SAME IN THE BACK AS IN THE 6 THE AVERAGE SPACING BETWEEN BEAM5195HOWN ON THE'SITE SPECIFIC HAS HAS THE ENGINEER OF RECORDS RAISED
FRONTEXCEPTMATTHERACKIS6INCHESHIGHER THERE SMALLBE NO STRUCTURALATTACHMENTBETWEEN ANY TWO BEAMS MUST BE THE LISTED SPACING,W.V.THE OVERALL AVERAGE SPAGM8N9&BRIEB0A4TF1T{DjMAp TO SEAL COPIES AIE NOT DEEMED VAUO.
THE POLY ROOF CARPORT AND THE MOBILE HOME BUT IT IS ACCEPTABLE TO INSTALL FLASHING TO KEEP THE AVERAGE SPACING SHOWN ON THE'SITE SPECIFIC DRAWING'.ALL SPACING MUST NEG�iDLY6Y1D1TBRAiPEIPADWL6'Qp##, THISDOCUMENTISTHEPROPERTYOF
RADA OUT.THE CARRIER BEAM TO COLUMN CONNECTION CAN BE MADE WITH 7'LONG CHANNELS AND FOURTEEN R.A.DUNLEA,P.E.AND SHALL NOT BE
(14)012 SMS,SEVEN R)BETWEEN EACH CHANNELAND COLUMN AND SEVEN(7)BETWEEN EACH CHANNELAND EDGE 7 IN LIEU OF'SIM SPECIFIC ENGINEERING'AN EXISTING SLAB SHALL MEET THE FOLLOWING REQUIREMENTS: REPRODUCED IN WHOLE OR IN PART
OR MID BEAM,SIMILAR TO KNEE BRACE CONNECTIONS ON SHEET Z ALSO,SEE OPTIONAL CONNECTION DRAWINGS A THESLABMUSTBEIN GOOD CONOTTON,4.OR GREATERMICKNES9,CONSTRUCTED WfiII REBAR.WINE IBE WITHOUT THE WRITTEN CONSENT OF
BETWEEN COLUMNS AND CARRIERBEAMS BELOW.' B ALL HOLD DOWN FASTENERS MUST BE NO MOMS THAN 24.ON CENTER WITH MINIMUM ENGAGEMENT OF2 CT RA.DUNLEA
OPTIONAL CARRIER BEAM TO COLUMN CONNECTION 8 ALL NEW SLABS,WTrHORWITHOUTFOOTERS,SHALLMEETTHE FOLLOWING REQUIREMENTS ASAMIN04L�9�f1 dM� RADUNLEA,PE.
A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS, MD 6]O,�^ 1513 CERVANTES PLACE
BOLTED CONNECTION-OPTION#I BOLTED CONNECTION-OPTION 0 B4'NOMIHAL PATIO SLAB REQUIRES A VAPOR BARRIER IF THE SLAB ABUTS LIVING QUARTERS, M "1'7 THE VILLAGES,FLORIDA 32159
o-J
C 4'NOMINAL PATIO SLAB WITH CONCRETE®]GOO PSI(MIN.)I EVE FIBER MESH 00.AVOID
S AND WIRE, p•)+ (/72)285.6444,(352)750-6207
TO THE
COLUBEAMMN
CANT oNNECTEO THE WITH OOFTWO BEAM112-S CAN CONNECTED SS THEWASH COLUMN DSFIALL BE SECURED TO EMSN4G CONCRETE WITH REBAR EVERY 24'O.C.TO AVOOT SETTLEMENT,IF AP bobdunlea(dcenturVllnk.net
TO THE COLUMN WITH TW01755 WITH TWO ITT-55 NUTS.BOLTS AND SS WASHERS. / 1
NUTS,IBOLTS AND Be WASHERS. a 8 FLORIDA P.E I.I.No 42835
9 ALL NEW PERIMETER FOOTERS SHALL MEET THE FOLLOWING REQUIREMEMSA6AMINIItUM: -J�. 4�444PyLLYL1/F1Ay -"
1 i 6 SWAS"'
ASN RS tR• S B S 9 S A SOIL MUST BE WELL COMPACTED ANTI TREATED FOR TERMPTES PER COUNTY REQUIREMENTS, �„yi ( gyp r , <Rr,:��S l.yy-�4
B CoNCRETE®]GOO PSI(MN)WTIN ONE 05 REBAIR FOR 8'X8'AND 1W0/5 REBAR FOR LARGER FOOlEN9. M ff/''�I `.,-✓--• ,#,Qg`>
2-WIDE CARRIER BEAM 70 ALL NEW PERIMETER FOOTER POURED WITH ASLAB SHALL MEET THE FOLLOWING CONDITIONS: SYxx Or
2•WIDE CARRIER BEAM ICBI OR EDGE BEAM IEBI O M ✓�'•Z
fCBI OR EDGE BEAM IEBI A PERIMETER FOOTER AND THE SLAB SHALL BE MONOLITHICALLY POURED, GGG '
B ALL REQUINEMENTSOF frEMSBAND9ABOVE tyr
11 ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SRALL BE PROTECTED WIM AN ALKALI RESMT.A COAT O., ••...�TAT�OF/ �/�,j•""
PLAN VIEW•CORNER COLUMN PLAN VIEW-MIDDLE COLUMN 12 THIS DRAWING COVERS ONLY THE REINS LISTED IN THE TIRE BOX.ANY OTHER TASK SUCH AS ELECTRICAL,
PLUMBING,ETC,SHALL BESY OTHERS MO SHALL BE COVERED BYA SEPARATE DESIGN DOCUMENT.
nftirini-__
I
1
i
i
t
SITE SPECIFIC DRAWING MODULAR HOME• POLY ROOF CARPORT
MODULAR HOME 3,,3 POST MODULAR HOME I 8'-0" I :DWG.0 RVC-20IT-1K REV.0
3" September 23,2017
NOTE THERE WILL BE KNEE BRACES NOTE:THERE SHALL BE NO NOTE THE KNEE BRACES,KB,SHALL
BETWEEN THEFRONTANDBACK STRUCTURAL ATTACHMENT BE 204.070 MEMBERS,CUT ON A450 SHEET 2OF3
CENTER COLUMNS AND THE MID BETWEEN THE COLUMNS AND THE' ANGLE AT EACH END WITH THE
BEAM,THE SAME AS SHOWN ON THE MODULAR HOME AND BETWEEN THE SHORTER SIDES AT 30"LONG AND SITE DESIGN DRAWING
RIGHT SIDE ELEVATION VIEW POLY ROOF AND THE MODULAR -THE LONGER SIDES AT 38"LONG.SEE
BETWEEN THE RIGHT SIDE COLUMNS HOME IT IS ACCEPTABLE TO SKETCHBELOW. ANALUMINUM HEIGHT 6'-2"150 MPH EXP.'C'
AND THE
•EDGE BEAM.THE 2K3 EDGE INSTALL FLASHING BETWEEN THE CHANNEL,2 K 2.25 It 2 It0.125"THICK
BEAM AND MID BEAM SHALL BE MODULAR HOME ROOF AND THE SHALL BE ATTACHED TO THE R V CONSTRUCTION
E' ATTACHED TO THE UNDERSIDE OF POLY ROOF OR CARRIER BEAM TO COLUMNS,EDGE BEAM OR MID BEAM, - 3318 COLUMBRINA CIRCLE
X THE POLY ROOF WftH 812 SMS,3" KEEP THE RAIN OUT. MEMBERS AT EACH END OF THE KNEE
I LONG,STARTING 8"FROM EACH = BRACE AND SECURED TO THE PORT ST.LUCIE,FL 34952
S EDGE AND EVERY 24"O.C. NOTE:THE BACK WALL IS THE SAME COLUMN AND EB OR MB SIX(6)012 OFFICE(772)380.8253
T THEREAFTER AS THE FRONT WALL WITH RESPECT SMS.THE KNEE BRACE WILL BE LICENSE 0 CRC 1330965
1 �TO THE CARRIER BEAMS EXCEPT INSERTED INTO THE CHANNEL AND - EB1 S'
N NOTE THE EXISTING WOOD GARAGE THESE ITEMS ARE 9"HIGHER SECURED WITH SIX(6)012 SMS, a2),3
G IS A FLORIDA BUILDING CODE THREE(3)ON EACH SIDE OF THE OPEN
APPROVED BUILDING AND CAN NOTE:THERE ARE A TOTAL OF SIX CHANNEL THE CHANNELS SHALL BE - 5 LOCATION:
W ACCEPT THE LOADING FROM THE (0)KNEE BRACES USED HERE;ONE 6"LONG AND THE NEARER EDGE - 12'-0"
O CARRIER BEAMS. BETWEEN EACH COLUMN AND THE SHALL DE 24-FROM THE CORNERS. NAME:
O ASSOCIATED EDGE BEAM OR MID f' MARRA RESIDENCE
D BEAM. 38"
KNEE BRACE ADDRESS:
G 30" 3600 WESTCHESTER COURT
A _ CITYISTATE:
R - PORT ST.LUCIE FL 34952
A $ COUNTY:.
G 3"-1 LB.POLY ROOF 3"-1 LB.POLY ROOF 3"-1 LB.POLY ROOF y ST.LUCIE
E w10.024'SKIN wl 0.024"SKIN w10.024"SKIN
1 �5 3" DRAWINGS NOT TO SCALE
UP TO 12"OVERHANG ON FRONT,BACK AND RIGHT SIDE 8'-2" I '
L 33'-0" RIGHT SIDE ELEVATION VIEW
PLAN VIEW
3"-1.LB.POLY ROOF w/0.024-SKIN
7- KNEE BRACE DETAIL
E
T
N -Lu PEA TABLE
• �auxNe
G R A DUNLEA,P.E.
T-7- rmAL 204.D70,BACK END MITERED WI VB- 1513 CERVANTES PLACE
ucLw,
W - _ _ I(6)912 SM S INTO COLUM N I CARRY BEAM,DI 412
O OPEN FOPEN OPEN '8'-2" 'ISMS INTO EACH SIDE OF KNEE BRACE(TYPJ THE VILLAGES,FLORIDA 32159
0 - _ (7721285-6444,(352)75D-6207
D _ bobdunlea(alcenturYlink.net
FLORIDA P.E.LIc.No.42835
G ""Mal",
R €°, CHANNEL
�J PNTHOpy
0
GNOTE:KNEE BRACES(KBI SHALL BE 2a1rt0.OTMEMBERS AND SHALL BEI-10' '�� ••(•`•G��
E LONG AND EACH END SHALL BE CUT ON A WANGLE.THIS WILL ALLOW FOR
CH END OF THE KNEE BRACE TO BE 70'MOM THE CORNER. *: D
/ SJJRG OMI ate' P � ,yy � j2 NOTE:THE KNEE BRACES OWill: TH I W BE ATTACHED TO E COLUMNS AND CARRIER 3.0• qj
l y a. BEAMSUSINO A2-i2ZTA2-•0.125-THICKCHANNELASSEENABOVE.THERE, G
WILL BE SIX B 012 SMS BETWEEN THE COLUMN AND THE CHANNELAND BETWEEN � � A OF�•"�47J
THE CARRIER BEAM AND THE CHANNEND O BETWEEN THE BRACE AND THE 'CQRIDp;�•\=Q,32'-0" CHANNEL,]ON EACH SmE,AT EACH END OFTHE KNEE BRACE.ATOTAL OF
FRONT ELEVATION VIEW SUBSTITUTED FOR EACH CnEEACH
ONNEcnoCE.TWO(2)2M-BOLTS CAN BE ��'iSs70NAL•��G��
MnT.B.nTT1•�
i
i
j
i •
I
II
I
j
i
I
I
R r• N —FQN: POLY ROOF CARPORT
;::g :: Ci1Sl 47SE1f�I.T.O STRUC7UI2E: FRONT ELEVAT?oN SECTION AT BEARING DwG.0RVC-2017404,REV.D
`` vl�Yti °"n '.coaciEr� COLUMN
SePtember23,2017
iaS.T"iYG eaT i-1cpTat:-sap¢I °,Tria;Ors "HaT+carrcTsr,•Ev -
: pdpF,A�VIssS -Y rwAermm :UtP ::+11•olc--�','�'•,'� �.r,+x�s?p_•
.F�gFPasTFA'nHR1i XY1AGice.c�RR _ SNEET30F3
.�BXelens. i±3+Pekr PPyiwT+w-. s1arY.•sns®
pgp:e.IyHgl_= AaWn sruime :ox� _ '' CT1P.TOPE POLY ROOF CONNEC77ONS
�m SECTION AT BEAMING m BOTTon
HEIGHT B'•2.150 MPH,E%P.'C'
�'_°'�'*µ yna. t1�aP.•Bm®.: EP-a COLUMNEPSPo"
T. D 3
I asH• N L°0ro'a it•a.cl.a1'o:t ,ROOF RV CONSTRUCTION
I a i•''•. ems aaL� z_wa
oz• a �@ �G'J E1 ELITE TYPE a H/12 3310 COLUMBIR CIRCLE
r xemPd sTralavi4a �T°L DP11ONAL SLOPE PORT ST.LUCIE,FL 34952
FAQAMpIMIM ®-a aoc e'a.cI Iwo.. ADAPTOR OFFICE(172)360-8253
eL.,dc•srs airo.c Tw Pera'PAxQmre 'NGreraEP.'aaY.•FK® iLxa;•sxq of La w<�C ;�v `sa°n'�e- I sHowN LICENSE B CRC 1330965
aQROR a110 R).fM 2•a1•DmN E1mi T 'Is•aB'a41'AiQM 3Yo5. ElIT� TIP.TOP 33CITCA ISa[ I GSE X'UG BOLTS W/1•nIN.
ra•nAx Q.cronounN meal wL.w rno
. 814 31a[aNOTnP a eQITON.IIFAW G KL�POW mIm WASHER DUUIETE0.x•MDN.IONGER CARRY BEAN PER TABLES;L
AQIQ$N=[W1(TOP\0e0aK aQKOMrooS lout.) : TLUUN PANELTHICKNFSS SPACED
. 1 '
ENCLOSURE TO CONCRETE DECK LOCATION:
ANCHORING DETAIL s�snERSPama •WHEN•F I
w%PrmN a:IaEY.•uG en-Ts NAME; -
vrmr.wAsxr3LOWa:Tw, owwnaTSR•JSaa.LTloTs IAL:OMfNURittSETRUFA5TF5tx
Lo�aawlPane- MARRA RESIDENCE
mtllfrTTABIFS aA 1•Q•a3`�N'aMiEYALH Tn w•aA•arem. TIBopEsssvw®Perm I cwm Two mtWovvs, '' ('Cr3147 AT9 O.C.FC7fi Up t F9ftCOIIdPOSiiE"ROOFS: ADDRESS:
sFia.Fnsrnesvcar-re .•mow/%•nmr.roa eowcraarm svnm+GTamL rIo,OEru�l/ _i0130 fi1PHN7NDoP�cO 810x(t+,rZ767A.S.Wf
puwuastvaxmAnans sva,PL•NaxrerBmfl sae mrEeleT nmQl axuHKpcengrm FR EYP0511RE'0*B•O.C.FBR 1-1/4'OFEND. MASHERS 360D WE57CHESTER COURT
ara sfls TocpNw,B`pOP aNaE Epps, oPrmN a:1{•THNIeo1.19To nABrffAR smm �' CITY/STATE:
axa PaO+sa>E CPaxup Raoc,a•FPOM oar;e Lr BmI oPamxs Is.;A cT�,w .ABOVE130 NFH*0 UP TO @'12`,O,C;�'L? P.RTST.LUCIE FL 34952
L¢UaFxL To
vi�uam ar �,Fa smE°PmuSNN' .1W.MPH WINOSpF�D PANECTFIICFO$¢Sr77 COUNTY:
euBLDIG Peen. Per WUe s m WA-S-- •" E(P•QSURE 9' r @ ROOF BEARING flSfEM ST.LUCIE
- sxn£ffp+ArigrJCYtlaermNs {SHDNrN)"AND.201'0.C.Q
. . CAULICALLEXPOSEDSCR�- 'NON�ETIONG ELEAIH!R(SIDE
SECTION AT SIDE OF ROOF PANEL •HEiosgWpslNERs waLlst
f¢w•igsTpG mKaETtswn wmma Gas`M s®R - - - TNTHISSLET ARE
oET.a<ar SaoPDcev.�� 'FOR PAN ROOFS; ON THIS SHEET ARE BEING
Sa'=1•FRLa aNffi a N14%-4C,
LaxcOr TxrK wa�Lwoaa 6ssm sceme PnaF i (3fEAAp-1 Af0x 12;LOMGS USED FOR THIS PROJECT.
1EAVE 13EAM CONNEGTION @WALL 'sa'sLc Tonon•rnnrATYAusay.�LlKNyscRv I _ - PEFN•17:PFw LWibis'
i(LF1M1N111+tP%iNl4'ASFIER 1 2 3
EPS P¢T:.:: -"mfT'°S¢tf°�IO NArV .•. ' •• PJIEi➢vF ..1 :��"��_�`' of rJ B
a-rM•�mimPwr� srr=' - ax.e. 7 8 9
.;..•.. P a 3•eo�{•MOLA FASIexwTo psmEe B'm cw laeL - ROOFPANEL
�a�.�, mnaNex ePaAe eEaRwr ii- 00. - :SOpPOR ING"BEAM 10 11
'':'.. ^V•-{ Ln1ald(LS FA w) . earmrl -vu�i°� rTg,,e., 6e(EwusnsEa -
SYB®'fattK NNLN/(f711]a]i.)f•
.:"u?!4;?A stem (a1BB)rAPmnS onm waao flUM a°o .
srs.HnF+c pr�urr srapers)vmrcntaaaK• ! - NOTE:DRAWINGS ARE
_sAN �� • ROOF PA•h}EL TIJ BEAM,FA$T ENINt:IIETAC> NOT TO SCALE
1tJSIO S: OP[Tm 3cr oq
F,T3n.ex.'wlsaon' car "sEETPmz,smw - BEAWSPLICE •_
u .1OFLS`knrltEslGn rn-; - , R.A D ERV A,P.E.
PiaoA'mo 0- I i sTQe ;OVER COLUMN 3x3 POSTI BUCKET THICKNESS. NOTE:THE TAPCONS CAN.BE REPLACED
15i3 CERVANTES PLACE
�V'fd`1lWaef4ms - Bm (1)Y•Lac e0.T1N10 MUST eE fA•MIN. WDHTWDMIlTWWGEANCHORS THE VILLAGES,FLORIDA 32159
a4 tse •�I aaaRr aPan EHQ;
•1rw4 ,5.;?EcatTEo eENI 9 neLE ..,. 1REDCAP,N117t OR EQUALI wlnN S-ff4• (77Z)285.6444,1352)750-G207
'iiL�YR61$Le4L5`ra BE (x)CLi EMS`A 914SMS,
-pLLee(pN'`*: o.EIaYA pi OFR.NE FNte.Tt®p.F55 MINIMUMEMBED.M&,.ALSO,IFBUCKET bobdunleaRcenturvIlnk.net
3 SMs a Is BEING ATTACHED TO W000 use THE 3/8' FLORIDA P.E.LID.No.42835
•F.:.-.-: SSwATo F—'�axa'-1 PER SIDE'
.. ' ' WaFAK L gNe -T WOOD SCREWS,WI-1 WASHERS.
'• @31osa (B TOTAL) TO SECURE THE BUCKETS.WEDGE ANCHOR _paPim
r-2S n 'pQ-c MUST BE EQUAL OR HIGHER STRENGM ��"pN1HOp
Q't .., pGy
y-,-. s2nY�a cia.N aP.w CONCRETE TWO, •_.}'C�• N .Y•
ePAM TIX•aIDE - a•wIlY XY' =f' �• '-'
�� 3!4•-3• CONCRETE •• � / •¢.
aa�r
. _ '.' i" 4oxaPcunisan.,s:.1 "": LGTaeztz-+ rAPeoNs z-va- •o• q
•uo n aawnr"! A w'Lg' (OR EQUAL) 1 (MIN.FMB."2-t/a•1 'J70,•, A F .W
sta•.PT:• 3"x3"BUCKETCONNECTIONIO12.
lw asr
i .
I
I -
I
Page of
^,fit
T,
.y��M.��.:f���J�;?' +F1a yi°'s Y•V L?���`b_' •�
s Z,.: -:i�•d ice• J�.�.�,, ham, �s+ j� "i
• L rr � �ti� �Sh �V... r s -�
s � •• TM'r��°f.�S+ ' by �'�,ric�
'� y� t OS/ 17/2017
;�yF fir'