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HomeMy WebLinkAboutREVISION - BUILDING PERMITS\ 1L OFFICE USE ONLY: 1. LOCATION/STYE e 000i RECEIPT# o 1 ' J,�'I�l. 7. I I 1' •1 � sF�^:ar'1 O, PIERCE, 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: C. A,q�sk of WI NJV01' ( PP�LYXyU� 1. _ —3,-- - --_CONTRACTOR INFORMATION: STATE of FL REGJCERT. #: CCK-1 _0410 ST. LUCIE COUNTY CERT. #: BUSINESS NAME: I ' I ShZ� ; QUALIFIERS NAME: (aonPEl, 1- 'bUN Ps+R— ADDRESS: e-b Z 13 .6c..l � efc cc STATE: ZIP. CITY:'-� PHONE (DAYTIME)• t 9 3 l - 570� FAX: 4. OWNER/BUILDER INFORMATION: S. NAME: ADDRESS: CITY: PHONE: ARCHITECT/ENGINEER INFORMATION: NAME: tjoo ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 923/09 ReWwd04262010 FAX: %IP: I qqq Pow r 0 0 Florida Building Cade Online Page 1 of 2 a6xome Lop In Vaer aaplmaEon n.. .... suemn S—r.,. Sub&ratio Vubll.... g't Product Approval VSER: PoWk uw PMEUZ AVPMVd Men— PtOfttt O,APVIIC.ian Search)[pQls;[IpaL1A>AOruvnl.....11 n:M 1079 ® 010 ®Ifi2.1 IR LM& YDA W Application Type Revision ICode f t Version 2007 l a Y EE,4 ApPlIcation Status Approved �2 ]x'z) Comments ram' Ancluved rt ! Product Manufacturer Custom Window l d a.Ocala, FL 3*174 Authorized Signature Michael LaFewe mlafevre@cws.cc Technical Representative Address/Phone/Small Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluaton Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Cem0ed By Sections from the Cade Michael LaFevre 7F 1900 SW 441h Avenue Ocala, FL 34474 (352)368-6922 Ext 207 MLaFevre@ws.a 10 07- 0046 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR C LIANCE Ralph Emminger ux REVIEWEDBY 19DO SW 44th Avenue DATE Custom Window Systems, Inc. Ocala, FL 34474 ,CANS AND PERMIT (352) 368-6922 Ext 208 MUST BE KEPT ON JOB OR Ralph@ms.a NO IN WILL BE MADE wihciow_ s Single HUhg� Evaluation Report from a Florida Registered Architect or a Licensed Flodda Professional Engineer Evaluation Report - Hardapy Received Roberto Lomas PE-62514 Keystone Cem6catons, Inc. 12/31/2010 Steven M. Urldh, PE Validation Checklist- Hardcepy Received FL5823 R4 C01 510424A (Ev I Rep SH.8100 IMpaal.pd/ tonda d AAMA/101/I.S.2-97 MMA1101/LS.2/A440-05 ASTM E1886-02 ASTM E1996-02 PA/TAS 201/2WjOj.. _ Year 1997 2005 2002 2002 1994 h://www.floridabuilding.oriz/or/pr_app_ 8/10/2010 Florida Building Code Online Page 2 of 2 Data Submitted Date Validated Date Pending FBC Approval Date Approved Departmental Communlry Ye F1orQ, Du.AdSCope On//ne 3555 Seumerp pa4 d b ie) hB�M45M82 Fltax (3]3939>2103100 fa�414-8436 ® 3000Q11I0 ltie Stele o/ FlorlO. NI tlpMs rts¢rvN. FELL COPY hqp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwfDgvMdF6zR4iHL... 8/10/2010 a- �MA)EOVERALL ® FLANGE WIDM St 1/L' MAX, UN1T WIDTI O11It6+ OIA68OL0 f Ic EQUAL SPLIT 0Vr - MAX-OYFRAu FIANGEWIDIN 7l4 MAX UNTI WID1 CT 11116• GLASSDLO LJ 3452 1 IMJL y 21 ]2' fi GL0.59 DLO 60140 SPLIT ORIEL TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS_...I ANCHOR SCHEDULE 8 NOTES..........2 OF CHARTS & GLAZING DETAIL ..... ..3 SECTION VIEWS... .......... _........ ...-A EXTRUSIONS & B.O.M........_..........._.5 INSTALLATION DETAIL....__........." GLA63DL0 5 HI SASH ORIEL DLO 0 SMHHEIGHT II X lfll21- - OLO GLASS OLO 4 HI SASH ORIEL 1. THE PRODUCT SHOWN HEREIN IB DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING- CODE, CURRENTEDMON 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS! *Off'. 4. DESIGN PRESSURE RATING: (SEE TABLES -SKEET 3) -NEGATPIE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13M.. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE. WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 13t10 S. ANCHORAGE:. THE 33 V3%STPESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS SS FOR ANCHOR DETAIL S. SHUTTERS ARE NOT MOORED. T. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FRIED MEETING RAIL AND JAMB. B. REFERENCE TEST REPORTS: NCM-2103169-2. NCTL.2j0 IGB.2A, NCR.21031fiB3, NCTL.210310418 9. SERIES I MODEL DESIGNATION SH41IM, 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DES IGNATION X AND O STAND FOR THE FOLLOWING' X- OPERABLE SASH, 0 - FIXED SASH 12 SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLYTO ALL ELEVATIONS IN A SIMILAR LOCATION. ]r MIAMhXUNALL FLANOEWIDTH 31 tN16`fiA55 OIO 35T4•MAXUNR WKITH fit .p' (✓ x n l&wi GLASS DLO I AVE. IDA 3 74 N n MAX Trm INSTALJA ANCHORE ANCHOR LAYOUT- (FIANGEI mcu rXnxe a wa lxwww arvuwl I4��TURT56P1 4• MA%. O.C. MA � SE SEE NO MAx mPt c MAXO.C. mPl PX E�J IN ON ANCHQRSIgRB TYP. INSTALLATION ANCHORS TYP. ANCHOR LAYOUT-(FINI wwaAxxE+w000P[xwy I�4RC i0A>NLPI —12, 4- MAXO.G ( YP f Nu<mn� 9 X ANCHOR LAYOUT- (FLANGEI. lMiUfRINE6wPINA50lplY Q"ENNoI 16°EGNI. LCA eTS OPJ NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIMAS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114•. USE SHIMS WHERE SPACE GREATER THAN 111V IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOTALLOWED. 4. 3H S' OVt ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF I V4• INTO MASONRY THRU FRAME OR THRU I'BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21?'SHALL BE ACHIEVED. S. 010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 M' INT02 BY WOOD BUCK S. 08 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 11TY INTO BY WOOD SUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. B, ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERNL OR COATING 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES A.WOOD- MINIMUM SPECIFIC GRAVITY OF G-0.42 S. CONCRETE'- MINIMUM COMPRESSIVE STRENGTH OF 3,2W PSI. C.MASONRY- STRENGTH CONFORMANCE TO ASTM CAD, GRADE N, TYPE 1(OR GREATER(. - cc >umweTurvauneoe�mui . ° . NAXO.C. O X 'INSTALLATION ANCHORSTYP, 4 ANCHOR AYOUT-fFIN1 i1WUHVLLW LRN(NWOfPFNNCI (SVETSiLfOR815D➢.) 34474 NOTE 0 717raM �ffFn3e-11"k .. MDDIMRSQJES (LssT - Y/sa091 NsoNFIM. WWWTJJ GLASS 19A TYPE 27 to n in 31 112 39 in 3914 41 112 43112 471n 61 in 53112 331f1 so in via cfi 112 67112 711n 74 WA "In A.8 •751-75_ ,.75/-75 -751-75 •75/-75 •751-75 •751-75 +751-15 -751-75 •751-75 +75/-75 •751-75 •751-75 •67.61-674-675/-67.5+67.5/-67.5+87.60-674+67.5/•67.5 via A,6 +75/45 M.75 .751-75 •751-]5 +751-75.. +751-75 •751-75 1 751- 75 +751-75 -751-75 •751-75 •751-75 ..67.5/-67,5.67.51-675+67.51-67.5.67.5/-6T.5.67.51-67.5 21 In A.B- _•. 75/-75 -M-75 -]51'•. 75 + Al- T5 •751.75 -751. 75 +751-75 +751-75 +751.75 •751-75 •751-75 -751-75 •67.5/•675+67.51-67.5+67:5/-67.S+8].5/-67.5+6].5/-67.5 3114 A,B +751-75 •751-75 •761-75 •75/-75 •75/-75 •751-75 .751.75 •751-75 -751.75 .751-75 •751-75 •751-75 -67.51-67.5 +67.51-67.5 +67.5/-67.5 •87.5/-57.5 •67.5/-67.5 33112 A,B +75/-75 •751-75 •751-76 1751-75 +751-75 •751-75 .75/-75 -751-75 •751-75 -751-75 +751-76 +751-75 +fi7.51•.67.5.67.51-67.5 +67.51-67.5•67.5/-675767.5/-67.5 391n A. •67.51-67.5+67.61-67.5+6T51-97.5.67.5/-8/5.815/-675♦67.5/-67.5+6T.5f-67.5.8].51.67.6+6T.5l-87.5+6741/67.5+67.51-6).5+6T.S1-67.5+67.51.675+87.51-fi7.5+6]51-67.5+87.5/-67.5+67.51-67S 411n. A.B •67.5f-6TS+67ZI- 67.5. US I.67S+ 67.51-673+57.5/-6T.5 +87.51-67.5+97.5L-W5.6757-675.675/-67.5+6T.5/-6T.5+67.5/-6T5 e67.51-67.5+87.51.67S+675/-67.5+67.51-67.5+67ZI-87.5.67.51-675 tl1n A,B +6]S/-6]S +BTS I-67.5 +67.5/-6T.5.8].5/-675+fi].5/i6].5•6)S/-WS•67.51-6].5+67.51-6)S•61S/-6]5•BTSl-67.5+6],5l-e7.5♦6].5/-fiL5+67.5/-61.3+6].5f-67.5 +67S f-6].5 +67.5 /-6L5 +67.5 /-6]S Qtn A.B +6T.5/-8]S +BTSI-BT.S •675/-B7S •61.5l-6T5 +6L5 /-6]5 +fi7.5 /-B7S+675/-B7S +eT.51-6T.5 +6].5/-87.5 +87.51-675•fi7.5/-875♦6T.51-87.5•87.5/-87.5.81.5l=6T.S�WS/-fiTS •6]5/-875 +87.5/-B]S III in A,B +075l-eT.5 + 67.61.67.5+675/.67.5.6).51.67.5.67Zf-67.5-67.5/•675.67.51-67.5.6751.67.5. 67.5/-67S•67.51-67.5.675/-67.5+67.5I- 6T3 . 67.51•6T.5 . 6TS 1-675.67.51-67,5+67.51-67.5.6751-67.5 . . ._ COMMOMW SRL8 1Ti lq TPl I66MT III{ OM TYPE 28 m30 so 615 ss 63 n 76 1s 1n A. +]5I-75 +75 •761-76 -751-75 +751-75 •673/-6T.5+67.SI-67.5 "in A,B ES •751-)5 •751-75' •751-T5 •751-75 +75/-75 •67.51-_67.5+67.51-67.5 37 A,8 +751-75 +751-75 •751.75 +751-]5 +751-]5 •67.61-67.5 931R A.6. +67.5I-67.5 +67.51-67.5.675/.6T.5.6751-67.5+6T:5f-67.5.67.51-67.5 +67.51-6/.fi Welk wr OVERALL L4.OVERALL 116• ANNEALED GLASS I/B• 7EMPERED GLASS WT AIR SPADE Sile• SIR SPACE S� 91V LAMINATED WIT LAMINATED to ANNEALED GLASS IR' ANNEALEDGLASS DOPINITPVBINTERLAYER mr DIIPONTPVBINIERLAYER 7N• AN}FAL®GLASS tl6• ANNEALEDGUSS ' NOTE: I.IF SIZE INTENDED IS NOT SHOWNUSE NE LARGER S. A UPDATED PER NEW F8C REQUIREMENTS MOMS. `11Y" f , [.KKati GLASS TYPE A -' - GIASSTYPEB SIN44TH AVE a , FLORIDA 34474 l.: t DP CHARTS GLAZING DETAIL- IMPA �. iad ,G+31 •' PVC SINGLE NUNADE " Tnn005 nLraw2lAgr;w9 nLsmwlw� c': �'^' a YLa:wwgwrouwNr4w6Dwi.esognxwMIMI.agortJ2r e1 LRGE R1$LSdYs 8100 u..' NG-CWS-155 NTS lNtd)0.V SYSIM.1lL.µYgEPgOgCTyJNw G1RLOq<9I1 fl"P.G IO 62514 N?Ii7ENPEFN55pNCi CVSid1VnW3AV SYs1�6; W:,$ - O CY• A •30F8 C. 1. �,`.:. •,`® 40 :," �r.:e-, _Q�;1 ice.: !•.� a '� A:..:.... . ` cy .u9- • 4� TYPICAL HORIZONTAL SECTION MOIE_ IFFY BI6E SXgY6 FIFFD plf A W aY. YICi IT 50 E Af ON5 SlAV drt AWAY IMPACTHOOKSPACING: 1)SILLHmm A)VFROMVNWT ETOEDGEOFHOOK BIA THIRD HOOKIS CENYEREOIF WSTYWD,H LS GREATER THW 3T. 3) SASHGTd1: AI 2-> FRON6ASHCORNERTOEOGEOFCATCH. BI A THIRD CATCH ISCENTERED IN SASHIFONIT WI IS GREATER IWACTMOKS APPLIES THANM BASHAHO FMI.IE HOOKSARETO ALIGN WRHW IW. DETAIL A H AVE. RIDA 3AA76 L RO EE{OB FL P.Bi81a., r�1 a:ti6 t.Y10—y zte0 cONSTFRAME�TON S `. tbt] f 1.81) 15fifi -ilip L Lf60� CORNER WElDNLL61DE5) PVC SASH BTM. RAIL-6028 PVC SASH MTG. RAIL-6027 PVC SASH SIDE RAIL-6004 PVC FRAME FIN-6026 1125--{ 1�] I tow 6 5 1 . 1 L 2 REINF. FIXED MTG. RAIL-1499 II O i—i.u6� 2.M9 t ALUM 6063 T-6 PVC FIXED MITG: RAIL-6001 PVC SASH STOP-6029 FI%EOMEETING RNL SOt DTO ERWT OUIERFRMIE PVC FRAME FLANGE-6031 598 �i I fi .1gS 15It6' ilt• 7 �F�.756 1 .µ80 .866 1 , 217 I1 L � 1 r REINF. SASH MTG, RAIL-1497 1fi REINF. S.B.R./S.S.R. - 1498 ALUM 6063 T-6 PVC GLAZING BEAD-6016 FR. HOOK IMPACT (SH3-T SILL) ALUMINUM 6063-T6 ALUM 6063 T-6 vlw-- 11/6' d0• 1 iHe tire•--1 Irr Is .,re. L t 21?---���111 1/ifi• 5116• ANCHOR CLIP, 1594 1— PVC SCREEN CATCH - 6013 SASH CATCH IMPACT ALUMINUM'6063-T6 PVC SCREEN SUPPORT-6014 ALUMINUM 6063-76 tre• I-•1-2w1a a,6, UPDATED PER NEW FRC REQUIREMENTS 07107NR - - --I NOTES' ITEM533�6;EC 3• •i W' • ih ITr Sq NT IS PRODUCT, ON THIS PRODUCT, . L 0vt• .. ,. �� Ta WO SW NTH AVE. PLANVIW, FLORIDA W76 ANCHOR CL PF 3 - USIONSIB.O.M: IMPACT Y -*■ -"r �� —PLO SINGLE HUN `ADE - T!]2006' rROPRETNtYANDCONNFNML - ' +�- r .v�y� i.EawY,nWIbNTi1MAMEeWM5tlLM1tGr9111•c 6plE gtOVFHry OrQIg04 uCTiOHla7s- 'A6t0_ xvaaysv6]Ew.v,c Axv tRnaonc,wNINPMTONMAw,o WTBM,]ph¢ FL P.fiM0 W514 • ''"B7� LW5-155. wmm7]aPO+IosvaNOFCIsrw.xnmvsrsrfiLs.Nc rs nnwt6nEo-- � e• -- :SOFB ! l466], 1FUR.:SH �:. FVG Mtl" a r,Tn3f ]ti51 n., sH my. wc:sa J .S6O31 LFe R.; sll 6i7. P/O. L.F.. . H6631. Nbin R.. SH /fg, we, I, z A H6061 MeeLP tFid -- f 61tS3 Rgnt. FFf.1AR tl 1f66a] SonfbM.Rµ we Y H11a7 Rm.sanSFe. rm1 16 tla6u se•n m6wlwL we N S-1t56 Rah. SR.R2s.sA. u If6561 s..n su.rt•weM. raf J3 6Ufifi IAiv.58AlssA H 6fi616 Ct:OL. yP,F,W.,1bfR n seslfi m-ea_aH-,Flw,van If 6®I6 GQ.81:3H•.Sean; Ml¢.I I] Fi®M fd 9L, 11•,Smn,Vvt le SE013 xmA6gR-�RL,wGIFR. IY660It SCIM1P ,wGVCL ae &60R. 6 VwlR.Wavm v s1s76 R. mcn.wc. 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DETAILED DESCRIPTION OF PROJECT REVISIONS: GI�A�c�rz F Pry ' `�Tl` F--2�D ' LbAgg Ath6,Z:�r Lgttoq — -3.-- CONTRA( TORINFORMATION: _- STATE of FL REGJCERT. #: CCrC.(E6q I ('9 ST. LU IE COUNTY CERT. -- -- — — BUSINESS NAME: Elf c�LGTfLL �-f 1 QUALIFIERSNAME: rr '� 1xRlSCtfL' ADDRESS: 0?323- CITY: bR C fl-- I STATE: �— R _ O P • � 2» 9 8 �+ PHONE (DAYTIME):(g r)s)�f— 4. OWNERIBUILDER INFORMATION: NAME: I S ADDRESS: 2- � CITY: ° STATE: ZION PHONE: — E211tlFAX: 5. ARCHITECT/ENGMEER INFORMATION: NAME: i ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9/23/09 Revised 0426/2010 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORORR TO COMPLY WITH A"APPWW- kgggggg, FAX: V� Si, LUCIE WILDING DATE PLAN AND PERMIT MUST BJFKEPT ON JOB OR O INS TION WILL BE MADE T reasure Harvey E. Koehnen C Oast, Professional Engineer #32831. B uilding Architect #AR0009471 E ngineers Certified General Contractor#CGCO24776 Inc. y, oo August 23 2010 Cv � � r To: City of Port SaintL^ucie Budding Departrnent j`I sr �'- Re: w $ = y Blackstreet Enterprises"°, . Yl.I. "V To Whom`It'WayAConcern: This, is to`inform you that the above referenced permitted drawings had an error'on the ty"pical wall section. It showed that the ceiling insulation would be R-30 Batt. insulation., Inactuality the ceiling insulation will be R-30 blown insulation. This change doesn't effect theiplans in any structural way. Evengwith this modification we can still state that' z these plans are still in accordance with the&7 Florida Building Code with:09 revisions,, If -you have any questions, please call our office. q:q ` R'espectfullyiSubmitted, S, Harvey E. ;;pper' Koehnen, 1E,32831 President 7205 Elyse Cirde I PHONE (772) 466-5509 T C B E Inc. Port San' Lude FAX (772).489-3035 Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com WEB SITE http://www.tcbeweb.com