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HomeMy WebLinkAboutPRODUCT INFORMATIONST�N�R� SCANNED 322 East Main Street I�el I �RCFi�Tc—cfURC— BY Cartersville, Georgia 30120 1NG St. Lucie County 770.425.7400 (F) 770.425.7414 SUBMITTAL REVIEW FORM LL., Project Name: Uncle Bob's #011 —Port St. Lucie, County, Pere Contractor: MEC Contractors Submittal Description: SHUTTERS ❑ Reviewed Make Corrections Noted — Do Not Resubmit ❑ Make Corrections Noted — Resubmit ❑ Rejected This review is only for general conformance with the design intent of the project and general compliance with the information given in the Contract Documents. Corrections or comments made on the submittal during this review do not relieve the Contractor from compliance with the requirements of the Contract Documents, nor from errors or omissions in the submittal. Review of a specific item shall not imply review of an assembly of which the item is a component. Contractor is responsible for: dimensions to be confirmed and correlated at the job site; information that pertains solely to the.fabrication processes or to the means, methods, techniques, sequences, and procedures of construction; coordination of this work with other trades; and for performing all work in a safe and satisfactory manner. By: Chad Kirstein, 4-17-2018 STINARD ARCHITECTURE, INC. Date: 21 Deco Louver Bahama Shutter - Fixed 51rutters (Uncle Bob's 5torage) - DECORATIVE ONLY Elevations & Sections of Specific Sizes, Sole: 1• m I'-0• CONTRACTORS • ENGINEERS f I V - (Overall PaKI Sue - Slwnn IUL Ip dimensmrrs) APJROLID AS NOTEDTIED RE506LOT FOR aPPRDV11 a.PPROVLO AS NOTED No EX1nT FOR PT" Feed Pos:':on NOT APPROVED 1!0 IXCEPnONS TURN v 150 PENEXID swan — B psl per Engineer 01 Record 0.60 x Ultimate -40.6 psi -/- der 16 NIUMg Producto. Inc. ""' V. C men' 54ect Uncle sacela. R 32505 --- OW04.24es �Pqd ,Meebon RA , m Detad A O Debit B Fiaed Rods at Ends- x �`��E•: ry Trim In Field to Desired LengthNSF Ensure Proper Pitch No 00 'P I..iwn. MEc Uncle... SLwage.dwg NOTES: eca'e:ms Tmm: .S�%% Jr25 a.n.r. m". McMa M:a B:II aOUfL Sl..el Na •. m:e mamw.LI A'.." rate ToF2 Typical 2' DECORATIVE Bahama Shutter- Sample Details Section Details Sole: NT5 ;, •der Ninge 1,ure,ine, with Rrrdcr DCGII Style Frame � I Lower w. Y 74ce n "er IN God Screw Q9.1I4' OC Into wand Clocking Dead B )eco Louver '0 WINDOW JAMB FRAMING INSIDE ARMS - ANCHOR INTO VDOW HEAD FRAMING NOTES: i ■ It■ �� Y CONTRACTORS • ENGINEERS 1RMO�ID K ne" Aessev nr me MrMOv.t in! K INre no DO r rrM T Iqt NiROIID M QCiPTiY6 iAMQI RvlxID Sb . I... . y m� Flu u[ a.['P —.1.1 M Lm��a bl•n.pm[tl. to m1.m 1 6m m.lun .1 W {A .n. b U+ Itln[a1M pNen4 ve v. n W [mM[1M N msQwlln al W .M . • Vain. STry C.u.Yp M W Cmbz� a ne Cm4 u u[px1J,Wue' l/nml�e Camel Back (Supplied by Mfg) 012 x 314' TEK Screw into F Topeml (ByOthM) M0.0 -, CONTRACTORS• ENGINEERS M.E. CONSTRUCTION, INC. 7E07 Coral Drive, West Melboume, FL 32SG4 (321172338GI Fee(321)9511952 en3.e 7218 Gen. Conlr.tr=a n]'1=0nucnm CCU GIa520 met Back rowaer c.oaleo to Match (Hardware Included) Place Fixed Arm and Comolback at top of Wridoev at two center mullions I . Anchor 5pacin4j in Header Inge shall be approximately 9-1/4' O.G. - To be Field Drilled 2. Camel Backs shall be affixed to Shutter unit on site (Installed in Field) 3. Shutter shall be supplied with INIquare fixed arms (0. 1 25' Wall Thickness) Powder fgj%%Fdr;o Match 4. Number o Arms is as per Request (41a) per Each 5humer ,�� �\)Y, M109 r7,r 5. Installation Hardware for anchoring items to wall is supplied by others ��� .: IC E,y • ;F G. Camel Back hardware for affptmg to unit is Included a ,+ "�;I •':f p roml,ed Bmidmg Products, I„c. noom 2001 W. Odemmcnt 5trr<t uncle reran �. PL 32505 MOOrl[G9 Bred [bx MEC Construclwn iiAL7 Hrm4tte SO# 525 Since, Na 2oF2 a t 40-a3cY2 ®ST�IVARD �RCH�TC—CTURC— �IVC. SUBMITTAL REVIEW FORM Project Name: Uncle Bob's #011 — Port St. Contractor: MEC Contractors Submittal Description: SHUTTERS ❑ Reviewed X❑ Make Corrections Noted — Do Not Resubmit ❑ Make Corrections Noted — Resubmit ❑ Rejected 322 East Main Street Cartersville, Georgia 30120 770.425.7400 (F) 770.425.7444 RECEIVED FL APR 2 6 2018 ST. Lucie county, Permitting This review is only for general conformance with the design intent of the project and general compliance with the information given in the Contract Documents. Corrections or comments made on the submittal during this review do not relieve the Contractor from compliance with the requirements of the Contract Documents, nor from errors or omissions in the submittal. Review of a specific item shall not imply review of an assembly of which the item is a component. Contractor is responsible for: dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of construction; coordination of this work with other trades; and for performing all work in a safe and satisfactory manner. By: Chad Kirstein, 4-17-2018 STINARD ARCHITECTURE, INC. Date: 2° Deco Louver Bahama Shutter - Fixed 5hutter5 (Uncle BoV5 Storage) - DECORATIVE ONLY Elevations b 5ectlon5 of SPeclhc Saes scale: l•= i•.o• CONTRACTORS • ENGINEERS Front View - I0v 06 Panel 5e - Sb (Ut for d'EIE2 >) APPROVED AS SUBMAIt EO H RMWIT M APPROVAL APPROVED AS Norn) RESU6NIT Fort REW Fuel Position NOT APPROVED NO ENCEPIId1S TAXIN 9IW RIMMED sro. a.. L' 101C CONTRACTORS- ENGINEERS M.E. CONSTRUCTION, INC. 7G07 Carol Drive, West Melbourne, FL 32904 13mpm-5661 Fax(3 MM-1952 Ent., Me Gm. contr.02310 cmaillSis femuelwq SPrtN If2� Wind Load Ultimate 68 PSI pot Engineer of Record Wind Load Allowable 0.60 x Ultimate Wind Load Allowable - 40.8 PsI.I- FGC 51h Editnvt Chapter 16 Forhbed 0uddnq Products, La. 2001 lV. GP.rmma4 Street Pnnamta. FL 32505 eso.•>z.z.m MFC Con>I,vrAwn 5e[Lon I Fixed Po>.t•on 5 Fixed Rods at Ends - Trim In Field to Desired Length to Ensure Proper Pitch D O'twl A No 0" scye:ess C SOU 525 Sher No 105 L' 101C CONTRACTORS- ENGINEERS M.E. CONSTRUCTION, INC. 7G07 Carol Drive, West Melbourne, FL 32904 13mpm-5661 Fax(3 MM-1952 Ent., Me Gm. contr.02310 cmaillSis femuelwq SPrtN If2� Wind Load Ultimate 68 PSI pot Engineer of Record Wind Load Allowable 0.60 x Ultimate Wind Load Allowable - 40.8 PsI.I- FGC 51h Editnvt Chapter 16 Forhbed 0uddnq Products, La. 2001 lV. GP.rmma4 Street Pnnamta. FL 32505 eso.•>z.z.m MFC Con>I,vrAwn 5e[Lon I Fixed Po>.t•on 5 Fixed Rods at Ends - Trim In Field to Desired Length to Ensure Proper Pitch D O'twl A No 0" scye:ess C SOU 525 Sher No 105 Typical 2' DECORATIVE Bahama Shutter- Sample Details 5ection Details 5.1e: HIS -der Hinge 1,,,netne with Header Deed Style Fmmo Louver - Mullion I:r i ■ i-Y-■MM CONTRACTORS L ENGINEERS IRROl1D 2;% NIIID RC91BN) 3 =- •pp9mxo xs norm LmisNi rm LT NOi /i)A01m NJ df611Ws )/.Mp RV6L ood Screw Q9-114' OC Into wood blocking su,Nm rxaa. n lu+,p wm mnrlbta .w w wA, e , .1 w p.*, . bke. F Ina fm4a[I ppvnwlL 1M Gn4vlar b rgwW b rnRm mnwaSna al Ua tl.'b w IrpkolMn p�saaR DeWd B o .00Yyum w r�rema_el w .an . s'Yeal.e�a, w fm�xl Cmmn4 ®plc Cm4ee 7-/ ar:rd Camel Back (Supplied by Mfg) ).. Went N #12 x 3/4' TEK Screw Into F Tapeon (eyothers) t"101C CONTRACTORS• ENGINEERS M.E. CONSTRUCTION, INC. 7607 Coral Orive, West Melbourne, FL 329M (321)M-5661 Fix (321)9561952 Fn,fi 7219 Gun. Cnntnn23Ta CGG 019529 imel Back Powder Coated to Match (Hardware Included) Place Fixed Arm and Cemelback at lop of 'O WINDOW JAMB FRAMING window at two center mullions INSIDE ARMS - ANCHOR INTO JDOW HEAD FRAMING NOTE5: I . Anchor 5pacing in Header Inge shall be approximately 9-1/4' O.G. - To be field Dnlled 2. Camel Backs shall be alfixed Shutter unit on site (Installed in Field) 3. Shutter shall be supplied with I quare fixed arms (0.1 25' Wall Thickness) Powder)@?AtFd to Match 4. Number of Arms is as eer Re I,est (4 io per Each Shutter �w`��KE, 11,116 � 5. Installation hardware for anchoring items to wall is supplied by others I C EN -:F '•. G. Camel Back Hardware for affuemg to unit is Included ";' P ) rorbhed Duddmg Products, Ix. 2001 W. Goremment street P.,, m FL32505 a'A a)p)eGJ ..'m MEC Construction w x.w NOTES: "fir" i)`t°"", e MEe undo... s o age.ewg r. n SO# 525 pa•vnar. I^^�m) 7019 51epl Na :er Dii Cprk a • a )oio ouabw.11 i• 7010 2oF2 GREY' a 0 ) 6 l4 -©38,2 ST�IV�RH F&I �RCH�TC—CTURC LAIC. SUBMITTAL REVIEW FORM Project Name: Contractor: Submittal Description: ❑ Reviewed Uncle Bob's #011 — MEC Contractors SHUTTERS 0 Make Corrections Noted — Do Not Resubmit ❑ Make Corrections Noted — Resubmit ❑ Rejected APR 2 6 2019 Permitting 322 East Main Street Cartersville, Georgia 30120 770.425.7400 (F) 770.425.7444 This review is only for general conformance with the design intent of the project and general compliance with the information given in the Contract Documents. Corrections or comments made on the submittal during this review do not relieve the Contractor from compliance with the requirements of the Contract Documents, nor from errors or omissions in the submittal. Review of a specific item shall not imply review of an assembly of which the item is a component. Contractor is responsible for: dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of construction; coordination of this work with other trades; and for performing all work in a safe and satisfactory manner. By: IChad Kirstein, 4-17-2018 STINARD ARCHITECTURE, INC. Date: 2" Deco Louver Bahama Shutter - Fixed 5huttem (Uncle Bob's 5toraac) - DECORATIVE ONLY Elevations 8 Sections of Speafic 51zes 5wle: 1' >' I'-0' CONTRACTORS • ENGINEERS Front V. - toveran Panel 5. - 5twwn Iht for APPROVED IS SDO]OT lei A MMED A6 NOTED DRoRJUNIT FOR APPROVAL RESUBbir FOR RENEW rued Po,xw. NOT APPROVED NO "CFPIIONS TMM a]50 R"No r�r---� t I� MIMIC CONTRACTORS• ENGINEERS M.E. CONSTRUCTION, INC. 76137 Coral Drive, West Melbourne, FL 32904 1320R3-5061 FAa (321)351•I952 Enp.> Me GM Contr-VM70 netmcnonrnm CBC0ISWO Section 1 Peed Povt,tm 5 Detail A C jEnds Moto EWmtl Load Nlimata 88 psi por En9inoer Dl RecaN Fixed Ro�'••"""VTrim 10EVWpM Load Allowable 0.60 x Ultimate In Field to Desire Ensure Proper PRch ' No O3 W]nd load Allowable -40.8 ps/ •!- 6 rZ>q FBC 51h Edition Chapter 16 ,,,/ Porbhed Bnddnlg Products. h¢. 2001 W. Goxmment 5trcet Powceh, rt 32505 "OAO. - Uncle Bob, 5tora a ,u xuu. MEC Uule... 5torage.dwg NOTES: suu,Nn rou n' y SO/r S25 o.anx oe,n : x.,m ]a Iola 1. oGL]rk SLae] Na Psowax.zaes Cstruct,on MEGDn rued Im act Shutter ram. RAL 7035'UG11T GREY' M mean ] A A] .... , A Pueme IOF2 - _ _. Typical 2' DECORATIVE Bahama Shutter- Sample Details Section Details Seale: NT5 -der Hinge isometric vnm Header Detail Style Frame Louver na> Poop Mullion Ill and Screw @91 CC into wood blocking Detad B )eco Louver C O WINDOW JAMB FRAMING INSIDE ARMS -ANCHOR INTO JDOW HEAD FRAMING CONTRACTORS • ENGINEERS MRtOHD AS anx.me ANE'yetlt IYI .VP.Gv& /.NnpY2a u IN IfD kS19.Or iW IrcYx nor.wamm rro txr8npuc YPxal uvucra swmnN rw. 1. a. .wr. wwm>. Mu In. ri,i a«'o:.ul tm.°r'coh`t�rl'a.r u1'i.w.m: m :aeT�«1 P6nx.bn. e11M ! M. Iv W I@hvlkn proee.4 .eNlpne Hci N_.11e, ma eaxRM1M el 14..M LLI 4eCrt q Yia Ja nN Nlm IN Cv.Yacl el iMn41�I IU N. fTnsl Mpnmlw YppO[ Camel Back (Supplied by Mfg) N72 x 3/4' TEK Screw Into in *iipcon (ByOthe") nr MO CGNTRACTORS• ENGINEERS M.E. CONSTRUCTION, INC. 7607 Coral ON., West Melbourne, FL 32SD4 (a2h7aaB661 F..(a2B951-uss2 alto 7219 Gen, Contr.e2379 r t mcacuissas ,met Back Powder Coated to Match (Hardware Included) Place Fixed Arts and Camolback at lop of window at two center mullions NOTE5: I . Anchor Spacing in Header�Iuare: all be approximately 9-1 /4° O.C. - To be Field Drilled 2. Camel Backs shall be affixeter unit on site (Installed in Field) 3. Shutter shall be supplied wfixed arms 1250 Wall Thickness) Powder tRRRS$d to Match 4, 1 Number of Arms is as per Ke vest (41i�) per Each 511utter xp�.\)KE•MID 1, 5. Installation Hardware for anchoring items to wall is supplied by others N':F Psw G. Camel Back Hardware for affixing to unit 15 Included ran'tled Buddmq Products. Inc. 2001 IV. Government stmet Pemsaco5. FL 32505 coo 4axs•cs > n,. MCC Gonsuvctwn rue. . I NOTES: MCC uncle... storagc.dwg roi Bill Clark tanm S0# s23 $Feet Nm 2oi