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Home My WebLink AboutSHOP DRAWINGSi - r SCANNED BY 4f. Lucie County RECEIVED MAR 0 7 2019 ST-. wtlf� County, permitting ALUMINUM STOREFRONT AND ENTRANCES PREPARED SHOP DRAWINGS ST. LUCIE CATHOLIC CHURCH ST. LUCIE CATHLOIC CHURCH SITE ADDRESSP.: as sw Iminc sm-rl M. Si, IYCIE, R� }a9B} CLIENT INEORMATIONr a03-41pral o xFonory .AT REVIEWED FOR CODE COMPLIANCE 425 SW IRVIN G STREET ST. B �,N DRAWING INFO COVER SHEET PORT ST, LUCIE, FLORIDA 14111 `ic. , 2M TAC)RE ST. #114 PO!; I �r.l;d. i JC IE, FL 34984 FEB 2 2 2019 ICHECRED By: MS T- Cl SYMBOLS ® FINISHED WOOD ® PLYWOOD ® DIMENSION LUMBER ® BATTINSULATION ® FACEBRICK GROUT RIGID INSULATION GI-AZEDTILE CUTSTONE ® MARBLE CONCRETE Ej ACOUSTICAL CEILING ® CONCRETE BLOCK ® SHIM PACK STEEL IN SECTION ALUMINUM CAULKING ®DENORM BLOCPNGORSNIM.NOTCOMINUOM ROTNECKEARLYORII DENOTESBAcD R RODOR cAuu ROPE 0 ANcxoR LOCAnoN EASiHIERLOD nON VM SKGNALREFERBICEIOUXA90N 61 WORMO POW 4—APPIIED SFAUM BY.—N. CONIP —G B� BPAKEMETALSPBCE SD SHOP DRW OF@iDOPoLL O1 GL-1 G.NGNRcA}ORS 2 DHM PRV ER b1 �SHOUNDMBER meM m ARARCMIECNRALREEER. SxEEt NO. CXIIECNML R EFERB+3: OHNI NO. HEVARNN ELEVATION/PLAN/SECTION TITLE ?-I'4 Q REVISION NO. (SMALLTRIANGLE( taa^t\ DOOR NUMBER ELEVATION LOCAPON-VIEW POINT 4.DT �HEVA1gNMARK/In1E HEVpng15XEH N11A1BFR PRODUCTS USED PRODUCT DESCRIPTION PRODUCT SETTING BLOCKS MEASURED FROM G BLOCK TO GLASS EDGE DESIGN CRITERIA WINDLOADS ALLOWABLE DEFLECTION CODE/STANDARD: Ne WIND SPEED(MPHI: N/A RISK FACTOR: I N/A OS CATEGORY: N/A MEAN ROOF HEIGHT: —ROOF DESIGN PRESSURE (PI ZONE 4 (MID ZONE): +/. 65 PSF ZONE 5 (CORNER ZONE): +/- 65 PSF CORNEA-EONEDIHANCE= SNOW LOAD (PI N/A ABBREVIATIONS A/C = ACCESS CONTROLLED A.F.F. = ABOVE FIN15HED FLOOR B.O.H. = BOTTOM OF HORIZONTAL CE = CENTERLINE DIM. = DIMENSION DJ-.O. = DAYLIGHT OPENING D.L = DEAD LOAD (ANCHOR) D.O. = DOOR OPENING EL. = ELEVATION EO.G. = EDGE OF GLASS F.S. = FRAME SIZE F.F. = FINISHED FLOOR G.C. = GENERA -CONTRACTOR M.O. MASONRYOPENING M.L. = MULLION LENGTH N.B.D. = NOT BY DAHL GLASS N.I.C. = NOT IN CONTRACT N.TS. = NOTTOSCALE O.D. = OPENING DIMENSION O.F.D. = OVERALL FRAME DIMENSION REF. = REFERENCE R.O. = ROUGH OPENING T.O.F.F. = TOP OF FINISHED FLOOR T.O.H. = TOP OF HORIZONTAL T.OS. = TOP OF 5IAB T.O.STL= TOP OF STEEL U.N.O. = UNLESS NOTED OTHERWISE V.I.F. = VERIFY IN FIELD W.C. = WEB CENTER W.D. = WINDOW DIMENSION W.L. = WIND LOAD (ANCHOR) W.P. = WORKING POINT PS.L.G.= PORT ST. LUCIE GLASS FINISH SCHEDULE PRODUCT MN15H NOTES HLMATERLLL YEN DARK BRONRE ANOLVRED MATERIALS AVAILABLE WHEN DRAWN YES NO MpiE9Al .GS11E K ARCHITECTURAL DRAWINGS % STRUCTURAL DRAWINGS % ADDENDUMS K SPECIFICATIONS OTES: INFILL SCHEDULE GLAZING CONTRACTOR TO VERIFY CORRECT INSULATED GLASS MAKE UP AND CORRECT LOCATIONS ON ALL ELEVATIONS PRIOR TO ORDERING SYMBOL DESCRIPTION 15/16 INGU EO. IAMMAIEDGVSS yr CIFAR HS. W/SOIAEB N w. Low E 12 G1 1/SAMRPACE 1/1CIfAR XS.- NODUPOMBDIACTE PV8- Vr CIEARHS 9/16-Ip OG1AS5 G2 Uf A. FAR HSXS. .PMDIR BNACREPVB 1/fC1FARN3. FM P-AlEGMEIERSGIAM:TRWCOSPECIRYM3 COLOR:M' EMECTEOFROMSIANDAROCOLORS z GENERAL NOTES w �' U � ^ 1. SOUTHERN GLASS PRODUCTS WILL ASSUME NO RESPONSIBILITY FOR ERRORS RESULTING FROM THE USE OF THESE DRAWINGS BY OTHER TRADES. 2 THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH SOUTHERN GLASS CFJ] PRODUCTS'QUOTATION OR PER AN ACCEPTED CHANGE ORDER AND OTHER APPUCABLE E.y D I j CONTRACT DOCUMENTS. a 3. FINAL APPROVAL BY THE GENERAL CONTRACTOR CONSTITUTES ACCEPTANCE OF ALL Y DEVIATIONS TO THE CONTRACT DOCUMENTS MADE BY SOUTHERN GLASS PRODUCTS IN THESE DRAWINGS. UI 4. THESE DRAWINGS REPRESENT SOUTHERN GLASS PRODUCTS'INTERPRETATION OF WE PROJECT TITLE APPUCATION OF PRODUCTS TO THIS PROJECT IN FUNCTIONAL COMPLIANCE WITH THE ARCHITECTS DRAWINGS AND SPECIFICATIONS. IT IS IMPORTANT THAT THIS INTERPRETATION BE REVIEWED DIMENSIONALLY AND FUNCTIONALLY WITH RESPECT TO ACTUAL ARCHITECT INTENT. INTERFACING CONDITIONS, MATERIALS AND JOB SITE CONDITIONS. ST. LUCIE 5. ALL FINISHED OPENING SIZES SHOWN ON DRAWINGS ARE TO BE GUARANTEED BY THE CATHLOIC GENERAL CONTRACTOR PRIOR TO GLASS ORDERING AND FABRICATION. SOUTHERN GLAS CHURCH PRODUCTS WILL ASSUME NO RESPONSIBILITY FOR DIMENSIONAL ERRORS OR CHANGES RESULTING FROM FIELD CONDITIONS. 6. ALL SEALANT JOINTS SHOULD BE SEALED WATERTIGHT FOLLOWING THE SEALANT MANUFACTURERS RECOMMENDATIONS AS TO SIZE METHOD OF APPLICATION AND SITE ADDRESS: COMPATBIUTY WITH ADJOINING MATERIALS. ]. ALL FRAMING SYSTEMS SHALL BE FABRICATED L INSTALLED PER THE MANUFACTURERS 425 SA IRVING 57RE7 INSTRUCTIONS. PDRT .T wuI. EL SaseS 8. THE FRAME OPENINGS PROVIDED MUST BE SQUARE AND WITHIN SPECIFIED BUILDING CLIENT INFORMATION TOLERANCES. 9. PERIMETER SUBSTRATE MUST BE CAPABLE OF WITHSTANDING REACTION FORCES IMPOSEDB CALCULATIONS ■ STOREFRONT FRAME SRES(WIDTH AND HEIGHT) AND MULLION SPACING ARE LESS THAN FRAME SIZES SHOWN ON FPA DRAWINGS 8787. SGP WILL BE USING THE ANCHORS AND ANCHOR SPACING SHOWN ON THE FPA DRAWINGS THEREFORE THE ENGINEERED FPA DRAWINGS WILL SERVE AS ENGINEERING DOCUMENTATION. METAL STUDS NEED TO SIZE (THICKNESS AND GUAGEI TO CONFORM TO WE SIZE SHOWN ON WA 8787 SHEET INDEX NO. DESCRIPTION NO. DESCRIPTION a COVSRSxEET DI STOREEROWDSAU DRAWING INFO: C3 COVERINFID M RSHHT D2 $IOREIR01 GO STORHwONI/DOOR DHARG GENERAL RI ELEVATOIE Ez HEVAnoNs NOTES SCHEDULES PAUL WELCH INC. MECH-ELECT-CIVIL ENG. 1984 BILTMORE ST. #114 PORT SAINT LUCIE, FL 34984 PAUL WELCH P.E. FLA REG NO.29945 FEB 2 / 2 2019 PROJ. p: DATE: 1AN 14.2BL9 DAD g: qqq DRAWN BY: CHECKED BY: MS SCALE: NONE SHEET C2 r F' z F'i mw ?w O m Pi NW W W a" Z -iJ 4 Ypl� i' 2'-2}" [a6 1/27_ FRAME OPENING _ 7'-2" [a6l — FRAME WIDTH 5' 38' ff 38" DLO DLO P 001 ) STOREFRONT ELEVATION W FO R43 114" FIR R43" DLO R40 1/2" ARC LGTH 59 1/4" E1 J [6] REO'D TOTAL YKK AP YHS 5OFI (2 1/2" X 5' FINISH: YB5N DARK BRONZE ANODIZED 12'-01" [144 1/2"] 1. FRAME OPENING 4 12'-0- [1447 FRAME WIDTH 221. 2 . 3.D O T DLO T D 0 T D O 008 FIXED BAY STOREFRONT ELEVATION E1 [11 REO'D TOTAL YKK AP YHS 50FI (2 1/2" X 5") FINISH: Y65N DARK BRONZE ANODIZED 7'-22' [86 1/2'] FRAME OPENING �• 7'-2" 156"] FRAME WIDTH �7 zj- 39�39 ' DLO' I DLO FO R43 1/4" FIR R43" DLO R40 1/2" a o a �? �x ARC LGTH 65 5/8' "o a <Zi D1 u� ¢ o m T LL a tiV 14 ° Ism N , F VI 002 STOREFRONT ELEVATION E1 [4] REO'D TOTAL YKK AP YHS 5OF1 (2 1/2' X 5') FINISH: YB5N DARK BRONZE ANODIZED 6'-q' [96 1/2'_ FRAME OPENING _ 8'-O" (961 FRAME WIDTH 5' jI � 43' I 43" rs� Iu 005 STOREFRONT ELEVATION [04 E1 ] RED'D TOTAL YKK AP YHS SOR (2 1/2" X 5') FINISH: YW3N WHITE ANODIZED MIL WELCH INC. MECH-ELECT-CIVIL ENG. 1C84 BILTMORE ST. #114 PORTS AINT LUCIE, FL 34984 PAUL WELCH P.E. FLA REG NO.29945 FEB 2 2 2019 ST. LUCIE CATHLOIC CHURCH PDRf1. SW SPEET ' Si. V0 CIE. R }O9B3 ELEVATIONS El _s•-o�' [108 1/ FRAME OPENIN _9'-0" [1081 FRAME WIDTH 4' 4" 1 \x ^i •l — w N W W yQ Z L—.I 5 vl 0 ux YKLJ Y oa 00 w 4 D1 w�� <p a om a o K m o a 4 m a <LL 4 G1 G1 G1 4 —RV x m� n D2 003 UPPER MAIN STOREFRONT ELEVATION E2 [2] REO•D TOTAL YKK AP YHS 50FI (2 1/2" X 5") FINISH: YB5N DARK BRONZE ANODIZED - 9 -0j" [108 1/2"] FRAME OPENING 4" 8'-117- [108"] 1" FRAME WIDTH 221 22 .. 2 " 72" 9'-q" [108 1/2"1 FRAME OPENING " 9•-0" [108"] FRAME WIDTH 22" 23" 3"I 24"2j" —3" L DLO DUO 007 FIXED BAY ELEVATION Ez ) [2] REO'D TOTAL YKK AP YHS 50FI (2 1/2" X 5") FINISH: Y85N DARK BRONZE ANODIZED 9-Oj" [105 1/2"1 FRAME OPENING " 9•-0" [1087 FRAME WIDTH 221- �" 13" TD DLO 72" D.O. 4A / \ s, � D1 / \ i ;-•x Liz <0 v Z. D3 �Z 1 \? \S / \ Mw '-0 Z \ 2 10 o 1 \ m om m uNmz �o D3 iK0o o CI =______ m ,moasm ______ _______ w a D3 , Ic I Ir G1 'o o o o G2 \ , G2 G2 I I [ I 1 0� MAIN ENTRANCE STOREFRONT ELEVATION E2 [2] REO'D TOTAL YKK AP YHS 50FI (2 1/2- X 5`) YKK AP 35H IMPACT DOOR FINISH: YB5N DARK BRONZE ANODIZED HARDWARE SET 1 DOOR SwIVG PNR-ONSwWG DOORME )S Wwa Ba'DOX DOOR NO. Wa B.OM WO OIY PER IFAF PARINO.d DSCRIP110N N . RN6H 3m SlAN0ARD0MMNGM MGER BLACK LEA. NRFACEMMCLOSER YKK BLACK 1FA RCN LF:flRST CHOICE PCVRPRWC DEVICE EKTERIOR RRIM Fl C RIMKUCYLINDER _ BLACK I FA. INNCN IF: 9M CHOICE U9MO CVR PPNC DMCE YKK O U 1 EA. YKKS101-DV.SMART SM15CF99PUB YKK BLACK I FA. AR ONLY NRESHOLD YKK MILL NOTE M �I4 JIFAN 006) DOOR ELEMENTS STOREFRONT ELEVATION E2 [02] REO'D TOTAL YKK AP YHS 50FI (2 1/2" X 5") / YKK AP 35H IMPACT DOOR FINISH: Y85N DARK BRONZE ANODIZED AUL WEELCKING. MECH-ELECT-CIVIL ENG1984 . PORT SAINT LOUR E, FL 34984 FEB 2 2 2019 PAUL WELCH R.E. FLA REG NO.29945 ST. LUCIE CATHLCIC CHURCH 425 5'N IWING SIPEO PORT Si. LVCiE. R ease' CLIENT INFORMATION- DRAMNG INFO: ELEVATIONS k: D BY: MS 1/Z'=1'-0" E2 I I YHS SOFl HEAD DETAIL 01 ARCH. BE TAIL REF ARCH. SHEET Rff.:.— I 2 YHS 50B HEAD DETAIL DI ARDH. DETAIL REF.: — ARCH. SHEET REF.: — I S YHS 509 SILL DETAIL DI ARCH. DETAIL REF.: ARCH. SHEET REF.: E3—Doss r, CiLWELCH INC. MECH-ELECT-CIVIL ENG. 1984 SILTMORE ST. #114 PORT SAINT LUCIE, FL 34984 PAUL WELCH R.E. FLA REG NO.29945 FEB 2 2019 4 YHS 5011 JAMB DETAIL (NO JAMB ANCHORS) D1 ARCH. DETAIL REF.: ARCH. SHEET REF.: 4A YHS 5011 JAMB DETAIL W/ JANB ANCHORS) 01 ARCH. DETAIL REF.: ARCH. SHEET REF.: D.L.O. 2 1/2- D.L.O. FRAME WIDTH FRAME OPENING 5 YHS 509 OTR7ICAL DETAIL 01 ARCH. DETAIL REF.: — ARCH. SHEET REF.: — D.LO. I 5' D.LO. FRAME WIDTH FRAME OPENING 5 YHS SOFl 1LL"' DETAIL 01 PR(N. DETAIL R— PRCH. SHEET CJ w z U Ix . 9 1--E ri c.7 PROJECT TITLE ST. LUCIE CATHLOIC CHURCH t]5 SW iPVIxG SfFEET GDR! 5I, WGE FL DETAILS M: DI 1 YHS 50E SILL DETAIL 22 ARCH. DETAIL REF.: ARCH. SHEET REF.: 5' d d, a d 'Q i/t BIA ¢m UO➢ACO BY me CCE .' Q CNu BLOCK vALL BY OTHERS z Ew o p W-AS-0517 E9-0200 E9-0225 E2-0083 L 5" 2 YHS 50H TRANSOM DETAIL 22 ARCH. DETAIL REF.: ARCH. SHEET REF.: MUL'WELCH INC. MECH-ELECT-CIVIL ENG. 1984 BILTMORE ST. #114 PORT SAINT LUCIE, FL 34984 PAUL WELCH P.E. FLA REG NO.29945 FEB 222019 —h SEILMT W P G 3 35H DOOR THRESHOLD DETAIL D2 ARCH. DETAIL REF.: - ARCH. SHEET REF.: - 5' ST. LUCIE CATHLOIC CHURCH SITE ADDRESS: 425 SY AWING SRECL POV 51. LUCIE. R ]<9B] URAWNG INFO: DETAILS E9-0226 +E2-W83 EI-0351 WW 995 SgW 99 (NO YKK) u E2-0091 3 D.LO. _ 2 1/2 I DOOR OPENING _ FRAME WIDTH FRAME OPENING 1 35H DOOR JAMB DETAIL D3 ARCH. DETAIL REF.: ARCH. SHEET REF.: BROKER ROO h B BY PEW ro-nmsJ / 3 7/8" - rr— 3 7/8- (a)35H MEETING STILES DETAIL D3 ARCH. DETAIL REF.: ARCH. SHEET RER: 3 35H DOOR JAMB DETAIL D3 ARCH. DETAIL REF.: ARCH. SHEET REF.: a . a d Q d 1/4. M EWO ML CON � PSlG d a 1'j" MIN. d d EMBED. M BLOCK. VFLL S Q BY OTHERS N G Q w U Pli Ev, dC Xg PROJECT TITLE ST. LUCIE CATHLOIC CHURCH 4 ' 5 SW I-N. STREET ' P. Sf. tuOE R ]490] DETAILS / PAUL WELCH INC. MECH-ELECT-CIVIL ENG. 1984 BILTMORE ST. #114 PORT SAINT LUCIE, FL 34984 FEB 2 2 1019 PAUL WELCH P.E. FLA REG NO.29945 PROJ. #: DATE: IA 2019 #14. DW'G q: //#// DRAWN BY: CHECKED BY. MS SCALE: HA F sxEEr D3