HomeMy WebLinkAboutEngineering csm
ENGINEERING
CIVIL • STRUCTURAL • MARINE
PROJECT:
HUTCHINSON ISLAND CLUB - UNIT 302
COMMERCIAL WINDOW INSTALL WIND PRESSURE
THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE
STRUCTURAL DESIGN CRITERIA:
BUILDING&EXISING;7T"EDITION;2020,ASCE 7-16&ASD
MEAN ROOF HEIGHT 130'
WIND VELOCITY 165 MPH; ULTIMATE WIND SPEED
WIND VELOCITY 128 MPH;NOMINAL WIND SPEED
EXPOSURE "D;" ENCLOSED DESIGN
Qz 88 PSF
Kd .85
Kz 1.48
REDUCTION FACTOR 0.6
ROOF SLOPE FLAT
INTERNAL PRESSURE COEFFICIENT[RISK CATEGORY]I] +/-0.18
OCCUPANCY REDISENTIAL R-2
•mitt/
CONSTRUCTION TYPE II A
EN$F':
1 WINDOW TO BE INSTALLED PER PRODUCT APPROVAL 7691
-"
GENERAL COMPONENTS AND CLADDING NOTES:
_
ZONE 4 AND+/-60 PSF PRESSURE DESIGN Sri
STATE OF ,.•�!(�`
ZONAI '' \Y.
CHARLES A. DARDEN JR./MAR. 30TH 2021
=R47NA(ENGINEER 60 0
l `
3- 30r a
File Copy
H U TC H I N S O N ISLAND CLUB WINDOW REPLACEMENT
�' HUTCHINSON ISLAND CLUB-UNIT 302
WINDOW REPLACEMENT — UNIT 302 LENS OCEAN , L 34 DR
JENSEN BEACH,FL 34957
WINDOW LOCATION
TI =__________ wsm
F c
________ E N G I N E E R I N G
----------- -------
__ G ----------- -------- CIVIL STRUCTURAL MARINE
tF. ___________ ________
-•` -------------------- CSM ENGINEERING,LLC
—
S Biuwu'I,iLCn19w 349940
1 UNIT 4 IUNJ 3 ----------.--=-____-- 992-220.4501
_ www•CeM•E.Nn
ti. ❑ CERf1iICAlE CF AUTHCRILITON:29057
1 TYPE - ,A TYPE - A. T�
------- ------- --- w�:no mlw lmeni RmRs
omws NE Im m a Rr1m-va owe.al+m.w
_______ ______ ', m�iM RbORIMroE M m igIWIRR
' • _______ ______ 'Y� RACY Mm fm6R116 C91[Iay[W411L
..� "LJ• �y�. T6 CCOIRIf.M Q/3.MO CB06 MO�GCID NAIL
__ � >.Y.tY". �. � AS M P69dMlQ fl IPoi[SQW SM[L 6 P,6WfYW
, • C C Y C ____ __ _ _ • � �PRIFLI�alMlrt llE IWIIA:l1aL CN
C -
Y+>
u _.• �, 2�n� — A 2i ° n2
LOCATION MAP UNIT LOCATION-
NOT TO SCALE KEY- BUILDING FOOTPRINT
NOT TO SCALE
GENERAL NOTES: BUILDING EXISTING NOTES:
CODES AND STANDARDS MEAN ROOF HEIGHT 130'
L THE CONTRACTOR SHALL VISR THE SITE PRIOR TO BID AND BE AWARE OF ALL EXISTING WIND LOAD FBC 2020 7TH EDITION&ASCE 7-16
1. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: CONDITIONS AND INTERFERENCES. WINO VELOCITY 165 MPH;ULTIMATE WIND SPEED
1,1. FLORIDA BUILDING CODE,BUILDING&EXISTING;7TH EDITION;2020,ASCE 7-16,ASD,& 2. THE CONTRACTOR SHALL CHECK CONDITION FOR EXISTING WIRING INSULATION AND NOTIFY THE WIND VELOCITY 128 MPH;NOMINAL WIND SPEED PERMIT SET
RISC OWNER,ARCHITECT,OR ENGINEER OF ANY DANGEROUS CONDITIONS. EXPOSURE •D•;ENCLOSED DESIGN
2. DRAWING NOTES: 3. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL ITEMS AND THAT ARE SO Qz 88 PSF 3-30-202 9
21. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL INDICATED ON THE PLANS WITH THE OWNERS APPROVAL Kd 0.85
VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK.NO EXTRA CHARGE 4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING K,I 1.48
OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE FAMILIARIZED HIMSELF WITH ALL EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES REDUCTION FACTOR 0.6 NOTES&CawrNTS
CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. FOUND WITH REGARD TO THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ROOF SLOPE FLAT
2.2. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND BUILDING ENGINEER BEFORE SUBMITTING A PROPOSAL. FIELD MEASURE EXISTING CONDITIONS INTERNAL PRESSURE COEFFICIENT +/-0.18 PER TABLE 26.11-1 uL m9mna 9WL f[V9Nm W1A 1mD e,1N
ENGINEER BEFORE PROCEEDING WITH ANY WORK. PRIOR TO FABRICATION OF ALL MATERIALS. RISK CATEGORY II oA wL moem¢ M
3. SECTIONS AND DETAILS: 5. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE FIELD OCCUPANCY RESIDENTIAL R-2 AL sr4m.m�im'vaxa mnylr liCA
3.1. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE VERIFIED BY THE CONTRACTOR. CONSTRUCTION TYPE V
TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE 6. IF MATERIALS,QUANTITIES,STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR �B"O"6p1m' °P"m's" W y
SHOWN. SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES,THE BETTER GENERAL COMPONENTS AND CLADDING NOTES: am®x ammaw 1. T•I'"
4. SUBMIT SHOP DRAWINGS AS REQUIRED.ALL SUBMITTALS SHALL BE CHECKED AND SIGNED BY QUALITY AND/OR GREATER QUANTITY,STRENGTH OR SIZE INDICATED,SPECIFIED 1.G WINDOW 0 B INSTALLED PRODUCT CLADDING
0 G g'RT' 'sl" ImUS
THE GENERAL CONTRACTOR AND SIGNED AND SEALED BY THE DELEGATED ENGINEER. OR NOTED SHALL BE PROVIDED AND APPROVED BY EOR. AND MEET THE DESIGN PRESSURES STATED BELOW: ,
5. IF ANY ERRORS OR OMISSIONS APPEAR M THE DRAWING
THE CONTRACTOR SHALL NOTIFY THE ENGINEER-OF-RECORD IN WRITING OF SUCHDA
TRIBUTARY WINDOW WIND ` �S,p:-...... �i�• i
OMISSIONS OR ERRORS PRIOR TO PROCEEDING T'ITII ANY WORK WHICH APPEARS IN QUESTION. ZONE L ��"•'- EN AREA TYPE PRESSURE \,\G-.,S ••2
IN THE EVENT THE CONTRACTOR'S FAILING TO GIVE SUCH NOTICE,HE SHALL BE H�LD DIMENSIONS: 20 SOiT + ♦sa/-so 15
RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF 1. C NTRACI HALL VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLETE SET OF LATEST V: 'j3 _
RECTIFYING THE SAME. DRAWINGS. NOTES AND DIMENSIONS SHALL BE CHECKED AND VERIFIED WITH ARCHITECTURAL No.76910 =' .C '-•
6. INFORMATION FOR THE LAYOUT AND DESIGN OF THESE PLANS WERE EXTRACTED FROM AND STRUCTURAL DRAWINGS. ANY DISCREPANCIES IN NOTES OR DIMENSIONS SHALL BE
FIELD MEASUREMENTS AND EXISTING DRAWINGS. BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK SO THAT PROPER -
CONTRACTOR SHALL INSPECT EXISTING FIELD CONDITIONS TO ENSURE PRESENT INFORMATION WORK CAN BE EXECUTED. DO NOT ASSUME OR GUESS ANY DIM. OR ELEMENTS SCOPE OF WORK -•D C�y E "-'
ON PLANS MATCH.IF EXISTING CONDITIONS DIFFER FROM PLANS,•GENERAL•NOTE 1 ABOVE, CONNECTIONS AND ELEVATIONS. STATE OF •��� i t�``'
SHALL ALSO APPLY. 2. UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS, CONTRACTOR SHALL FURNISH AND I. MOBILIZE O�'.• .�
INSTALL ADEQUATE SHORING, BRACING, ETC. REQUIRED TO SAFELY SUPPORT ALL 2. REMOVE&DISCARD EXISTING WINDOW �Sj:FL• •IdP,?' \?� Z`��
DEMOLITION: CONSTRUCTION LOADS AND SHALL BE FULLY RESPONSIBLE FOR THE SAME. SHORING MUST 3. INSTALL NEW WINDOW PER PLANS
T. PRIOR—TOiMENCEMEKi OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS COMPLY WITH ALL LOCAL AND OSHA REQUIREMENTS. 4. DEMOBILIZE
ACTIVITIES WITH ALL THE APPROPRIATE SUB-CONTRACTORS AFFECTED BY THIS AREA 3. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE SHEET DESCRIPTION �,. `I ::I T\\ ,`)� O,'t^.b^!•
2. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL MATERIALS WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL. 5-1 COVER SHEET&NOTES `
THAT ARE SO INDICATED INCLUDING CONCRETE A14D WOOD. �'X1 w Ai •\. \��h
3. THE LOCATION OF ALL EXISTING UTILITIES ARE THE CONTRACTOR'S RESPONSIBILITY. S-2 UNIT LAYOUT&SCHEDULE L„ \a.mo
S-3 DETAILS
THE ENGINEER ASSUMES NO RESPONSIBILITY FOR EXACT LOCATIONS. PRIOR TO THE S-4 NOA PRODUCT APPROVALS �- � I I I '
START OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE S-5 NOA PRODUCT APPROVALS COVER SHEEP&NOTES
LOCATION AND THE EXISTENCE OF ALL STRUCTURES AND UTILITIES SHOWN OR NOT ON am W.
THE PLANS. STRUCTURAL DESIGN CRITERIA: TOTAL-5 S-1
H
WINDOW REPLACEMENT
HUTCHINSON ISLAND CLUB-UNIT 302
10410 OCEAN DR OCEAN DR
JENSEN BEACH,FL 34957
Casm
WINDOW SCHEDULE: E N G I N E E R I N G
CIVIL • STRUCTURAL • MARINE
DESIGNATION APPROX OPENING TYPE QUANTITY REMARKS MANUFACTURER PRODUCT EVALUATION EXPIRATION MAX. DESIGN CSM ENGINEERING,LLC
SIZE (WxH) APPROVAL N0. AGENCY DATE PRESSURE Coe Sw NGINEE IN
Q 72R46 HOR2.ROVER 1 5/16"LAMI.,IMPACT PCT NOA 20-0406.04 MIAMI DADE 08-23-2023 .65 PSF -65 PSF STuam,rtnRlDa aa55a
772.2 •a5Di
www.cUM•E.RI,
CERTIFICATEorA DR=TIDN:291057
BE FRatm IWY D@RRi R4A1516AUi Wotx
W Llf Am OBd iBHRM G.ORS GB RNS M9
oxaocs Rs Nrt m a oJRmton.uuRm ma.a
�®m xn mm vunr M un mx a IwRa
wYJ:LL1W tmnrt IRR OIWRG M Oohs R1dIR11
RAeIDOM N0 fO&1.a m DORmC IIL
m6 Y00lRIB.➢E OUS A`n[lVM RAaeaAFO MRFM,
AS Ri Rm umBaP19f6 LSWIR6PAYWIYa
CY DOIDRG.OC Nm 6 Ra m H B,iO,N Rwl[tll M
HRf f0R NH OIIN iglRLf RIRAl111E R911p1
xmamJa a m vamms.uc
-- WINDOW LOCATION I-`"`�°°`�"
l2" 73 2R/
Q
— — — — — — — — — — — — — — NOTES k COY0I6
— — Ill BR{RID BIM OIRIAa69W1N
tleRPIL10R.M LBVfWL10P 6 RSQ®f IOR M
OlppdoAlCx aRL moEW6
— — — — — — — — — — — H�
— — — — uL aNa Rornm RRW m Inlr RRrs
rr^arR w:awn am I Iola:
— — — — — — — — — — —
1
EXISTING UNIT F013TPRINT ,
SCALE: 1/8"= I'-0" _ C) _
_ Q4o.76940 I
STATE OF •CC/�� {
CWRLF A DMEN JR,
'UNIT/IAYOL'T,&�SCH;QULE\N`o
Bm L.
S-2
U
WINDOW REPLACEMENT
HUTCHINSON ISLAND CLUB-UNIT 302
10410 OCEAN DR OCEAN DR
JENSEN BEACH,FL 34957
BUCK INSTALLATION NOTES (AS REQ'D) Csm
1. WINDOW OR DOOR BUCK FASTENING DETAILS TO MATCH OR EXCEED THE MANUFACTURER'S TEST E N G I N E E R I N G
APPROVALS AND RECOMMENDATIONS. CIVIL • STRUCTURAL • MARINE
2. WINDOW BUCKS ARE DESIGNED FOR WIND LOAD COMPLIANCE ONLY.ANY ADDITIONAL FASTENERS CBM ENGINEERING,LLC
1/2" GYPSUM WOOD BOARD OR BUCKING REQUIRED FOR IMPACT RESISTANCE ARE TO BE SPECIFIED BY THE SPECIALTY 203 E W OCUN 90u.EVA9
ENGINEER FOR THE WINDOW MANUFACTURER IN ACCORDANCE WITH FLORIDA BUILDING CODE,BUILDING 9TU—,R91I9n 34994 D
&EXISTING;7TH EDITION;2020 792-z 20.4901
ww.CSM-E.NCT
PT. WOOD FURRING (AS REO'D)
3. WINDOW BUCKS ARE TO BE 1X6 OR 1R8,82 S.Y.PINE,P.T.PER INDUSTRY STANDARDS. CERRRTCgII OF AUTHOWZATIGN:29OS7
BUCKS ARE TO BE FULLY BONDED TO MASONRY W/SIKA TA CONSTRUCTION ADHESIVE. FOR
DOUBLE BUCK INSTALLATION,BUCKS ARE TO BE FULLY BONDED TO EACH OTHER.
sOm To xn Mm vxnr x Air roa m nw®
PT. WOOD BLOCKING 4. FASTENERS ARE TO BE 1/4'0 TAPCONS NTH MINIMUM PENETRATION OF 1 3/4 INTO
PER PLANS (AS REO'D) CONCRETE.USE STAGGERED SPACING OF TAPCONS EQUAL TO,OR EXCEEDING REQUIRED M ^•MQ�� �
FASTENERS SPECIFIED BY MANUFACTURER FOR FRAME TO BUCK INSTALLATION. min u°c Nm°Rfrs�io aimv°n Ie9�R a°x x
vNrt rm ux aNx xmim mx9rt M xmrtR
Amomnmi rc iv 9ommc.uc
5. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND
COLUMNS OR CONCRETE FILLED MASONRY.CONTRACTOR TO COORDINATE OPENING
INTERIOR DIMENSIONS.
MAASONRY OR CONCRETE
WINDOW/DOOR FRAME PER PLANS —j y3 1/2-
4
I
A a 1/4' TAPCONS @
I I I ,STAGGERED PATTERN
.........�.............................. (NOTE 4) ......................................
4 PROPOSED WINDOW/DOOR `° 13/4'
(SEE PLAN FOR SIZE) !.............................. i``.
I
z
z
••;. d NOTES h OOMWDGS
.• E3 ALL OER16916 SIWL B[WR®n 1�R fF10 Br M
............................. ..............................I............= cool. w x1 mO�16.R6{9®F f�M
• e a a I ❑DTI MATERIAL, � _
TRIM PRESSURE TREATED
Lo Au sna 1—F¢w X017
EXTERIOR ...........L............._.............. (Nme3) .............................J........_..� o0ome,:wennm,.sm.eci.i.1 .
FLASHING/SEALANT SHALL EXTEND TO THE SURFACE I aaca®e ornum: r,
OF THE EXTERIOR WALL FINISH AND SELF—ADHERED PTIDNAL @ DDO .
FLASHING SHALL COMPLY WITH AAMA 711. !........_............ TT1Iu111Y� <)
STUCCO FINISH `Avs„'LDAR�j��''�i '..•.... ...., F
8" C.M.U. PER PLANS n.... �P LTGENS�c'.•` R� ..
CONC. FILLED CELL. 910
I ROUGH ❑PENING I jj,l
TYPICAL WINDOW/DOOR JAMB FLASHING DETAILE-O r •. :'�= jj/ti
WINDOW/DOOR BUCK ANCHORAGE �O .. ... .. I.,
SCALE: N.T.S. � � >s� 1
.1aT�T.'y��
CIWM A'WHEN JR))1 1 T DATE
xr DETAILS
S-3
v
WINDOW REPLACEMENT
HUTCHINSON ISLAND CLUB-UNIT 302
10410 OCEAN DR OCEAN DR
JENSEN BEACH,FL 34957
rm s m
ENGINEERING
CIVIL • STRUCTURAL • MARINE
NIRHF� CSM ENEANEERINa,—AR LLC
20B 6W Occwn 11LEV
a W.NFRADECaJNIY.F].pt161 9TUwrt20-601
34994 a
lvolals-l'covslaLSPcl70a V72.2.14-C.
11-sw2 Savo.Imu3d www.COM-E.IT
DF
DfPAtiT]IIITOT REOLTATORY MT ECOKO]OC IrFS00R[PS(RFRI aUmLFlodJr Ul:SdaN j AncM,Dasrd1IEIIw XOIOIVMdorn a4arnp w�F t6+m�e 9NC Ta U6 6ANCHtatoWNrIrVTADtE cDgflOo WuOQ•5' CERUFlCA7E Or AUiMORIiATOW I9O5!
NOTICE OF ACCEPTANCE MOAT la.a...o.moaaM. _
PCT lodvuria.Iae. FuapWserCa arwmw@@.a Oc.61p. m DnNrRag mlrA 1K MLrdIA lDaof WFffiYAmfASlWlm mml
IOA TMmIud Dmc +kEaA � Nsll® i tbra6R ` n�160 b n.aa Ra 5 �aiz• E waN1lD1I�uO mtm RL9lo Rol¢11fS 11Nb Y0
Nmm Vemrq F7.hu7g 1 a a �°^•�eo orutps xt lm m a aan®.Owan.mm oe
Sforc a t: .a.t : •n., _ Mmm m xa nam rM1e x axr ran m ttwa
2 •O•+ a •o-+ l� RNamflW�CII+W aVaep M D!{SS Raid
1 .a•+ a 1 wee MR mm.a m pamac,uc
This xOA b d-qg i —order tl+e applinb4 —i and+RW —p d b., i me tot of Co.,)REFm o—+ I a +•a•+ z t•a•+ a .tin a t•a•t a �"s7tir�
Ptat+ials The I Sm ooim uS,d.M has DId aviewd and aacpled br Miami-Dade wn RER- +•ea.t a t•a•+ z t•ez•+ 9 +•a•, a t•o.t a ��'^�^c�'< u r++o R.m a v a stNrR aRu m6L
Prcdosa Carrot Smion m be toed ie Miami Dade Cauop'lmd amtr atrss a�imm allonrd by me Au,horit,' ar •o•t z a., a +.n.t srlon.n pnoewwvesTlos CaR numalu w RD a lm m a usID.n Rwl[m n
)ThSmIe.c ottimi xmts�Od(AuI..
aaabdbaauaatmaa(bAoeaMaa).at ae�sa am rt Rrwpaml m,m ataanv ta amwaxmaroa n.)]rhmt�n fDa�ma-aD aaortmcaa tmr a Pynuaa ma vcea rwal n-.v[ +•a•+_a a
Rtami-Dde C_-jmd.""Ali](ioe MiaiOClv) _me rgMn .ae.t, Iaa t,•an.+,•. a rvt (staEr. faNwm+t D rremURs tRa!r 0aa QUmC._WDuaLeTO Rmm_Ra uR ED
Q lfdllp
.T
in deamped menlamf mrcraill inarthc nR ofmch taring aM the Alllmryimmcdimcl]' mwjm
oLa.vrodify,wn+e.p-.w.I, d i.Wba-r mamrialwbbinme ProiedicC.. SoE mxb.the Aml,w Ouvtldabr NE'l]I Wmdow —.VLF.slvdaa maarnorA nrlwlarm g
nghrro...CoW awe. th.EdetenvU db.'Mia,nl-Mode Camq'Product Control Scgiov tha this a or try.asarmlw aa'a.m la, es•oartq. �gedilrp. b
ni.p rmata'vlfiilsm+v.etmorequiremmb oflhe appunble buiWivg code.
Thmr+aamsa,am,=easa�,beahnti,+amla.ermm.'znmmmmpl,•n;thmt Flnrw nnnainzemt: ® � t�a.eR $ I�aasR � n�.so $ lr,aRa � ,a�,1 ash r � � �
ivdud'vg ld:FlQh Vcbdlr HurnOmtZmc. m• a •a•+ z +.rx+ •a•t a •a•+ a _ - 5 < (;
DESCRIPIION:Serio•tD17710A'Nammum Har¢mW Roue R'mdax-LMd, a +••t2-t x t•at z +•Q•+ —, a t•a•+ a i .,,
APPROVAL DOCDMPNC:Droving No.7710NOA.1.tilled`Almninlm Ilona Rolls hwall(L'+1)" a +aa•t 2 t.ct.t +•n.+ a +•n.+ a / �� z-
ede IL,I d wgb 19 of 19,dmed W3011K oim mman A dmcd 0311120.pal..d by ToIouf er,siymw t•o.t tK3•f R t•Q•t t.n•t a + 1 'a -
m+d SCOW R,-Anm®]'L—Duller.PF.boring Ilk hLav+i-Dad.Cows'Pmdta Cmmol TIC,Won Rw+D t•a•+ +.a.+ t•n•+ a tb•+ i a � � B
wimtk NmicoFAatpumxmm4+and apiraion dac b]'me Miami•Otdt Colmtr Pmduct Caltml5cnim. +•CZ•+ a z•a•z z.Q•z no•x a z.on is 2_a9
MIS9L[IMPACr RATING:L.,and 5m211 Atladle lmpna Rairmnt 2•ea•i a x.ta••z z 2•ea•z a NGMx 2•o•x . ttUsiflt vE, c1Ua,ER_r
LABELING:11 it wil droll hm n peml:mcnt label nim d.mm.1—e.lmme ar logo.city.aLYa. t—
=&4hPo ie,and following eauTocot'Miani-Dade Count)'Prdum C-1 Appm'ed',w1—omerwdre Ob,Tn�R.w to K
tuew
..w b-2. Al CR.E nUbosbrIOAOl Wmd—
RL'NTty.afmia Non alma be mwidttwaRcrarm.+.>utppc®timbx bannm and m:m Ins bcmm -uro�erA a,•a..�og.>oe..,ag m-oa..w. a: roy rc
d.MIivtheoppliobk Wdivg CaMvT.,ei]a(fcedvgtd-..lerfmm ¢ofmiepmducL �tbeasa 1<eaa� 1 lrsta® g +laaa 6m n®aa5n �f. lea6m
TE:Rhu.vnON ofmit NOA writ aocwaftcrtM capirativv dam wifmcm hoc My+a minim or cluogt iv 2 •w•t a +•n.t •cz.t a t.¢.t •'p,YtYrry4•... N016dC01RID(R
rlcrrtaacnals.lsaMrortvmufacwreofthe prodt+e[orpmaa.Df cofmiaNOAmmeMolzaoem ofam � �t �'+ , ,taveuon �`�.�cv;,.,
va.t t.n•+ +•an a aa•+ twz.t vQ.+ •`3: °-
pmd�eLfma6 ahatisiegwmrcotherpmposa mall vutomaanlh•tetmivam tba NOA.Failuremmmph z to uslEr+D=wry oaU.mS9WL C]SafEO nE rmD BrM
w+tl+m]s<aimofm'vNOA sia06c ammcfort-+mimtim and mvmal oCNOA. ar +.¢•+ x .Q.t z +.Q.t a +.an va.t a ,.n.t cmnau.m.nE mrmrcrm6�a�lC fa nE
ADVCR7ISFMEW.71`NOA Coo,Wpaa'odcd by Lbo wordshfinvi-Dale CmW.Florida.and foRo4N +.Q.+ z +•a.t y t.on a t•w•+ a , tRsa y,.a y/Lza r. aaaTMn aru mnmE
bytDecWimondzm t>as•bedisPL;ud iv adrudsing utanwm. IT
lfmyp.,d ofmc NOAi,,rvlk"-,Ld+m Q``. �.•cE ,AV eU•i+laaOURa lvam."I rNars
1-Q•+ 2 2•C•2 2 2.O.a a NGY3 i ]•n.] ]•CAU '.!'`.':o-�a
it sbaU irdate vt rta mdte0'. 7e a•G•3 > z.nw J z.can a ne ors..Kwlum.msw.+® �\• laOm er.am a+m w Rn /•
IN9•ECITON:AmpyofLbarndm NOAmallbeproridcdwth....yth—d cm Tormcimanb-C, vrwmmvormowtaaam lEmreelmwnvaem pt�g,.,.p,0o ym 1 1 A r
Wm INObe maiLmble(A N,IS.W27.1 and vtsisoia ispop I Cdoi&g0lfipa -
lliuN0.4rnitaNOANa.18-0aL7.01 and mnsissofm6 Pagel and mid+mcc ptga 61.E-2.6g and
G.sorD tsapprmal doavnwt+nc+niand abvsc. � -
Thesdanad8lawcmafimwssrrvirnod be AUvvel P—,FB MANUFACTURER WIND PRESSURE SCHEDULE - ;� ���rC\;AEI�IL�<'//�•S��l I l'j
. NOANnzooraew t Q•.•''�(CENS . l
Eaplmtivn D.Ic AoEo IZ7.21RU `�>P•
Appma DutcAuy,t n.zuzR U;'i.1�• f�i•J I�� •;�
1ply:.a Paul � ND.76910
L
{:FCOEtIflP
OLWIF:,11 aR) 1 �•'Dom
l�l�
>am wr' I
) t\
WA PROfJUCT�APPROVALS+1 �
S-4
WINDOW REPLACEMENT
A+cbrpun6Y R,rxoaox NNaorlp aa."°s 10ni� clnrfro,muc ANCNOR x ppws
ar--m HUTCHINSON ISLAND CLUB-UNO 302
Naas¢ N.easa ,,.ease I,rensm t „masp g 10410 OCEAN DR OCEAN DR
w., ) n. •� � �—°.°•�� JENSEN BEACH,R 34957
.— E3
ar .r...
..n.� ] vn•, a ;.ten.; a �.ap.w,..�R"..:.'..:, L I`---• --- n-mn,cs
a 2 rm s m
aneq,w:nRw,) 5e ENGI N E E R] N.G
AVUmal,a,+IRabrX0i0X YYInaR+ra nwm¢sr.smne 'r �� So CIVIL . STRUCTURAL • MARINE
Qv� ,af•Pm,N-u eV.a+V ac pmiNy. ae•pwv Nx. 6T MY+Np ..-$
vA A & 1
tr+a sm x.aaa E NYaea 6x S ,emasm r,rdasp f �1 e� $ CSM ENGINEERING,LLC
,.n•, ] t•a•+ ] ,.a.t ] ,•nn ) •n•, R TOOTerr ,tN••n1O2••.Y,, ]]]] tFlh,•..'C�nGQh••,:+t!, 1IYf3YT t21„,••••nQnP¢•...,]t111 ))a; 1,'1Y•-••••nOGGWnl•.••N211+, )) Yh,f..-•ncnnn,•••••2],ft .)3 //�b�ut //�j /' ��yS�s� �rd+�2p) y32
ya wMpeowasPvEp s 8elwl0Ed 1 1N6 1Ef1.81 0Y L�1 6 1�e3S4Y9 R954
772-22-801
u CEfIRCA7EE)FAlTHORA0
.RRnp4pAM
7`1®6101AH.N pSA:(LID2O9I.I p0pM5l
72 "RAN8'uLEV
2n,3
mpm m Iwr nw vum x un nla m.wtx
!N>AFa)mart Ntm Omega M OOfd4 apm,
,„Y„ ) • co—� f— �� 3 vow xm mmp a m 9aee¢uc
�a,.v,.reoasrMea,c¢�]],w r„'tbm>•.avvGCT�p xa,saOaaaaa 0r•.s%,u p NN aYwo sh,>.•o,aaCn eah...si,,ep.N o�. e„rd np®ea.smna w Rm,�:Nm�„e•,oew�as2 p GY•�� 3
MIR
+a�. ffiII6/i/�/-+ //� .a4�•O..
✓i'lt�+o-Np{�{3'
��` ,ovmmi"m�p opAaonpn.ump M.uu�epp�uumusmav,Rumpm�n ms¢mv.m cu�,maac
�Yuov�sasvaN�na m gaa�lx.
_ mnommas„c '•.•`$S•'!aw!•66.`�
eNna¢aao.m.w.N.p fero,,.e,.+.wev.
MANUFACTURER CONNECTION SCHEDULE
__ �nsra,unpx pvnaN)
r NOTES A CONIEMS
I'.--
ll DlRlap¢9Vll R M8®d M fOD Bt M
m: DMWLIax M OMRYIet a RSpHIE fOn M
aw Y�'• O OXa RILL D,a]apS I I // / .
Ill—Y.Ya NYGRO vpmW m,1'a,T N015
•.weenew.onrc NORIZ0NNTALLSE=+ONAA "101var^^'raTO� �m�p'^ep dm-\ btdH'm:l SYAIlAT10N �d� 4 w $ \5` \y�y111111/jy/vy � �!
No.7.6�0 ,T
r'waw MORI2ONTAL SE OON GC
fa Nwsr,�A LLA,�O'N �+ + Qm�v,�.f•'x e ,vemm¢N.�v,¢am eoA�atae+t.ro.wr®_wnu t' ® .:,�r:¢ 'u*uc';.•`.G,`:��,Qyy�5,y:V/,A>y fircxIY./�,y.C{.��;"•..•„V`_ yO�`V�A0E.4,\���
• �\�
1 STATE OF
.o
sVCAL \•�o'v�E� \e
�SEC,YDN RA hrwnarne.a'e,uuuma•m,e/uvmaNpac.
a.a NOA PRODUCT APPROVALS
MANUFACTURER CONNECTION TYPE T®/
S-5