Loading...
HomeMy WebLinkAboutEngineering SYMBOLS ALUMINUM STOREFRONT & DOORS DESIGN WINDLO CRSITERIA o ALLOWABLE FINISHED WOOD PLYWOOD VY DEFLECTION F� SHOPDRAWINGS FOR RECENED CODE/STANDARD: 101D FBC a i ® ® WIND SPEED IMPH): 160 MPH ®DIMENSION LUMBER ® BA7T INSULATION JUAI O D 20�� ISKOCATEGORY: 0 .46 1 ®FACE BRICK GROUT �I VV O O RIGID INSULATION GLAZED TILE CATEGORY, C S'LO•, St.Luc)e Cpo�unry � �pK CUT STONE MARBLE P97TTIIIII� DESIGN PRESSURE IPSFI: CJ 9C .©CONCRETE ACOUSTICALCUUNG ZONE R IMID ZONE):Qgpif PROJECT T11Pf ®CONCRETEBLOCK ® SHIM PACK ZONES CORNER x33.d, ® STEEL IN SECTION ALUMINUM ZONE): ",MF DGVMp.:DxETKeiANa.r.v LIBERTY - CAULKING SNOW LOAD IPSFI: N/A IB RT PRODUCTS TIRE ® tRxorU uacGxc GV SINµ xG,cDxnwGW. PRODUCT DESCRIPTION xoTx[cuupLr artrUce 0 spw PRODUCT WIDTH DEPTH SITE ADORER, AHUIap IOCnMx ��..// 1 aMFxROx/.f paFAfNCeluEvnpax ((Z/S�S.G M 9676 M LINE ROAR Ro l/— TTo`1 rP PdLT ST.OL MCI Or� FIpILIDA 3412191 Q RE�A PR GfAUMpYGVSwGfPFGGMMGiGp c ®� ® o CI IFNT INFORMATION,TIRC� GYP' V �wl. wrov[WGFOWT N►�`f� o GugxcWfxA,apf G•®_V�'�®G��GG %' �® FINISH SCHEDULE PRODUCT FINISH FVGxIf ANOfpTFGttUS GENERAL NOTES ��e' �M,p 1 �xDpK REVISIONS p�p�p r•r Eoa�autxo. 1. PORTSTA CIE GLASS WILL ASSUME NO RESPONSIBILITY FOR ERRORS RESULTING FROM THE FT wf USE OF THESE DRAWINGS BY OTHER TRADES. SEALANT SCHEDULE 7. THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH SOUTHERN GLASS PRODUCT COLOR NOTFS �fllVl ELEVATION/PLAN/SECTION TIRE PRODUC75'000TATION OR PER AN ACCEPTED CHANGE ORDER AND OTHER APPLICABLE �Vr-�'� CONTRACT DOCUMENTS. Qi REVISION NO.(SMALL TRWJGIE) 3 CONSTITUTES ACCEPTANCE ALL DEVIATIONS TO HE CONTRACT OCUF1 AL APPROVAL BY THE GENERAL COMMNTSTWA EBYPORTST LUCIELASS IN CALCULATIONS INFILL SCHEDULE OF DRAWINGS. - GLAZING CONTRACTOR TO VERIFY CORRECT INSULATED 101 DOOR NUMBER ALL FRAME HEIGHTS AND MULLION SPACING ARE EQUAL TO OR LESS THAN CUSS MAKE UP AND CORRECT LOCATIONS ON ALL DRAWING INFO: d. THESE DRAWINGS REPRESENT PORT ST.LUCIE GLASS'INTERPREfATION OF THE APPLICATION ■ WHAT HAS BEEN TESTED ON HE FLORIDA PRODUCT APPROVAL.THEREFORE ELEVATIONS PRIOR TO ORDERING OF PRODUCTS TO THIS PROJECT IN FUNCTIONAL COMPLIANCE WITH THE ARCHITECTS ALL ANCHORING TO BE AS SHOWN ON THE FLORIDA PRODUCT APPROVAL COVER 401 _I---f LE nATION L.CA1�ON VIEW POINT DRAWINGS AND SPECIFICATIONS.IT IS DMNSIONALLYY AND FUNCTIONALLY WITH RESPECTTTO A THAT TCTUAL ARCHITECT INTENTHIS INTERPRETATION BE . DOCUMENTS SYMBOL fuIE ^'� �DCES DESCRIPTION SHEET INTERFACING CONDITIONS.MATERIALS AND JOB SITE CONDITIONS. ASSOCIATED RESOURCES S. ALL FINISHED OPENING SIZES SHOWN ON DRAWINGS ARE TO BE GUARANTEED BY THE EAnTFvw NC LpOxLE xpl LPomlxnn GENERAL CONTRACTOR PRIOR TO GLASS ORDERING AND FABRICATION.PORT ST.LUCIE rFu•LAMwMmIMYAc,cuv GLASS WILL ASSUME NO RESPONSIBILITY FOR DIMENSIONAL ERRORS OR CHANGES x ARCHITECTURAL DRAWINGS ® 1/c uoxEe wA,HRExc R, RESULTING FROM FIELD CONDITIONS. rvF wTauru ABBREVIATIONS x STRUCTURAL DRAWINGS Vic wxw,m xc Muro d. MA ALLSULANTJOISRECOMIO NATIONSE SEALED WATERTIGHTSZE,METHOD ING OFAHE3EAUNi .MANUFACTURERS RECOMMENDATIONS AS TO SIZE.METHOD OF APPLICATION AND % ADOENDUMS A.F.F. ABOVE FIMSHED FLOOR O.O. OPENING DIMENSION COMPARBIUTY WITH ADJOINING MATERIALS. B.O.H.= BOROMOFHORIZONTAL O.F.O. OVERALL—EDIMENSION % FIEI<D MEASURED ELEVATIONS q CENTERLINE IM. REFERENCE 7. ALL FRAMING SYSTEMS SHALL BE FABRICATED S.INSTALLED PER THE MANUFACTURERS DM. D DIMENSION R.O. v gOUGHOPFASNG INSTRUCTIONS. D.LO.• DAYUGHIOPEMNG 7.OFF.• TOP OF RMSHED FLOOR STAMP OF APPROVAL(S): D.L • DEAD LOAD IANCHORI T.ON. TOP OF HCMZONIAL B. THE FRAME OPENINGS PROVIDED MUST BE SQUARE AND WITHIN SPECIFIED BUILDING D.O. • DOOROPENING f.0}, TOP OF SLAB TOLERANCES. ' FS. • F—ESBE LOSTL• TOP OFSTEEL GExEpAIF,�.�._-Ga"";. 7 DRAWING INDEX F.F. • FINISHED FLOOR U.N.O. UNLESS NOTED OTHERWISE 9. PERIMETER SUBSTRATE MUST BE CAPABLE OFWITHSTANDING RUCTION FORCES IMPOSED BY F.O. • FNUHEDOPEMNG V.F. VERIFY IN REDO DESIGN LOADS. .L - NO. DESCRIPTION PROJ'k GO. • GENERALCONIRACTOR WD. WINDOW DIMENSION pfxED DATE: MAYZI,3@I M.O. MASONRY OPENING W.L. WINDLOADTANCHORI PAU: ,. «CH INC. '- p1� Hn�AuoNs Dom'�' M.L. MULLION LENGTH WR. WORKING MINT rxf SafHOvfrvGM/ssx OOGV GDAnS DRAWN BY: N.BS. NOT BY SOUTHERN GLASS P}.L.G.- PORTS7.LUCIEGLASS MECti•i:Lttii-CIVILENG. - PRODUCTS 19©4 E::L'ftAOI4E ST.#114 --,-r '�' CHECKED BY: Ne9 NFS. NOTiOSCALEACI FIELD VERIFY ALL DIMENSIONS FORT'SAIL\T LUCIE,FL 34984.. - TOTAL•o7PGs scATx: NONE PAUL WELCH P.E. sxEer FLA AEG NO.29945 101 JUN;l„ 2011; . O �N 5'-11j" [71 3/4-1 V-1j" [73 3/4"] a a F.O. . F.O. F+ `d P Cn 5'-11j" [71 1/4"1 4 V-1j" [73 1/4"1 a F.W. F.W. O � I- E' 2 " 2j" 2j" PROJECT TITLE, V I_V_ 21„ 24„ '1 1� F LL U Z 2 . 31j„ 31Z„ `Z w Z 327,. 32Z., In _ I DLO DLO M= � DLO DLO LIBERTY wZ u w z TIRE :-Iry M z01 ^�F O 1 K� 1 .--I�(V w � CAI 401 SITE ADDRESS: a' 9573 RANGE UNE ROAD to C 31 G1 K) G1 4 G1 �DA'AM CE D00 3 `} 3 Ini O Ic'No00 3 3 cueNr INEDRUAnox: o 401 401 401 u w M 401 401 401 OPP O nocI i� .--K� u u u u AA AA AA AA M��I� Ia7WD� N M IfNCON �� 2 2 w 401 401 o< 'o¢ I I ` REM � M omsnoi Dw SEE ANCHOR SCHEDULE"A"FOR ANCHOR SPACING SEE ANCHOR SCHEDULE "A"FOR ANCHOR SPACING ® STOREFRONT ® STOREFRONT ORAIWNG INFO: BLDG C A STOREFRONT ELEVATION r-B-) STOREFRONT ELEVATION ELEVATIONS 301 [7] REO'D 301 (I] REO'D YKK AP YHS 5OFI (2 1/2"X 5-) YKK AP YHS 50Fl (2 1/2' K 5") FPA If 14218.4 FPA 111 14218.4 FINISH: YB5N DARK BRONZE ANODIZED PLUS ANCHOR SCHEDULE"A' FINISH: YB5N DARK BRONZE ANODIZED PLUS HEAD k SILL- 1 1/2"FROM EA END,THEN 3"O.C., SILL TO SILL FLASHING - (2) PC-1424 - . 1 1/2"FROM EA ENO,THEN 1 1/2" O.C., JAMBS NONE dMMAY21,M1 M1PAUL WELCH INC.MECH-ELECT-CIVIL ENO. /198413ILTMORE ST.#114 J SPORT SAINT LUCIE,FL 34984 r-vPAUL WELCH P.E. FLA REG NO.29945 JUN 18 2021 301 F.O. ,. 9'-0" [108"] a FRAME OPENING y 2 " 2j" 2j" 8'-11j" [107 1/2'1 32j" 32j FRAME WIDTH DLO DLO 04 2 22" 2j"�21 j 2 " PROJECT nne 1 Lo_ � DLO DLO DLO LIBERTY ui TIRE rK`1� M p 1 G1 G1 1�iv ~� 401 s1E AooRFss. 0e73 RANGE UNE ROAD E p G1rrnm.uae°i \Z _ _ .r Iz- u I�Iop p 3 4 3 WENT INFORMATION, a n� 4 0 N D 401 401 401 w OPP PA � x '�°° �0 401 i7 AA uu uu u V)LL I p 'm '•Id uXOT 2 OPP o¢ I REM 0 B ®Y11M oA AA AA AA _ _ _ _ _ - - - - rt1t utmy p 3 SEE ANCHOR SCHEDULE"A"FOR ANCHOR SPACING 403 SEE ANCHOR SCHEDULE A' FOR ANCHOR SPACING 0 STOREFRONT ® STOREFRONT DRAWINO INFO: BLDG C C STOREFRONT ELEVATION D STOREFRONT ELEVATION dMAY21.20211 IONS 302 [11 REO'D ANCHOR SCHEDULE "A" 3O2 [11 REO'D YKK AP YHS Son (2 1/2"X 5') HEAD k SILL= 1 1/2"FROM EA END,THEN 3"O.C., YKK AP YHS 50F] (2 1/2"X 5") FPA M 1421B.4 SILL TO SILL FLASHING- (2) PC-1424 FPA d 14218.4 FINISH: Y85N DARK BRONZE ANODIZED PLUS 1 1/2-FROM EA END,THEN 1 1/2'O.C., JAMBS- NONE FINISH: YB5N DARK BRONZE ANODIZED PLUS i 31,!@INPAUL WE CH INC.MECH-ELEC�CIVIL ENG. : MS1984 BILTMORE ST.#114 I,a•PORT SAINT LUCIE,FL 34984 PAUL WELCH P.E.FLA R=_e.oz994sJUN 18 1D21 2 c 12FRAM OPENING ING • FRAME OPENING p��G Ed 11'-11j" [143 3/4"1 FRAME WIDTH 2 21„ 2j„ 2 2 1„ cn 48J„ ' 2 48Z„ 36„ la DLO DLO DOW cs � PRO: .T 71 F: ' 1 1 401 402 �� LIBERTY TIRE G1 G1 � SITE AODR cc• r \\ G2 I-�E RBTB RANGE UNE ROAD _ 1 \\ z \_ w. to z nrnPORTo�'3iaei Lo Q. W_ J 3 4 403 -____� , W Ln Ll-I u O [I,FNT INFORNITDN� w °° n�Dz °0 401 401 j— a0 D0 Lil q Li a0 O 0_ N'Nd I KKa 7 �/ 2 'cT x I" I t1 n 403 r o0 REVISIONS AV AV VA �A VYW462A"1nKD� '�� 3 GOJ'( S� DRAYAND INFO: BLDG C ELEVATIONS HARDWARE SET 01 DOORSW G LEAHAND-OUTSWING E STOREFRONT ELEVATION DOORSUE 3C' W.By OH 3D3 [1] REO'D ANCHOR SCHEDULE"B" DOORNO. 1.100 YKK AP YHS 50FI (2 1/2"% 5') HEAD & SILL— 1 1/2"FROM EA END,THEN 3"O.C., 3"O.C. FPA.# 14218.4 OTYPER PART NO.3 DBCFJF71ON MTC.. RNISH SILL TO SILL FLASHING= (2) PC-1424 LEAF FPA d 1YKK AP 35H IMPACT DOOR 1 1/2"FROM EA END, THEN 1 1/2"O.C., 3F STANDARDBURHINGES YKK BLACK I EA. SURFACE MTD CLOSER YKK BLACK FINISH:Y85N DARK BRONZE ANODIZED PLUS JAMBS = NONE I EA. ADAMS-RITE 3PT HOOKBOLT LOCK ASSEMBLY - BUCK I FA. STD KEY CYLINDER 6 THUMBTURN YKK BLACK PROD.0: I EA. YKKSID I'DIA SMART SERIES PUSH/PULL SEf YKK BLACK PAIJL WELCH INC. ANCHOR SCHEDULE"C" : DATE: MAY21,2021 MECH=ELECT CIVIL ENG. DNO i BBN I EA. AIR ONLY 7HRESHOLD YKK ALL 1984 BILTMORE ST.#114 DOOR HEADER- FROM EACH END: 1 1/2"O.C.,THEN 3"O.C., 3.O.C., 3"O.C. DRAWN BY. PORT SAINT LUCIE,FL 34984 CHECKED BY: MSNorERI: PAUL WELCH P.E. THRESHOLD - FROM EACH END: 1 1/2"O.C.,THEN 3"O.C., 3"O.C.,3".O.C. FLA REG NO.29945 SCALE: 1/7'=1•-0' �W DOOR JAMBS TO STRUCTURE m 5 1/2"FROM EACH END, SHEET I�ll1� p goq� 3 1/4"ABOVE&BELOW C/L OF D.O.H. 303 O^ O L L THEN 11 1/2'O.C. MAX V( 3 s 1�4(sEu xup)Rr rsp D•cx0 q BY DrlcRs CC PROJECT TITLE' 5 8 EDGE D UN E %.a LIBERTY TIRE BNW• 6wAN1 EI-1p1] (N9 ) BICKER ROD FA-0534 N 61D1m AOD 9r PSLpw PCtuO(]) DOW BY5 SI ATF3 DD C� \ e sw7Nr SEALANT E2-OOB4 n �•� PC-1220 PYe (NB YKK AP) 9475 RANGE HNE RDA l�Ei m-0851 m- N)PC-1310 � P m�e4 SEAUNr PORT SE IDOE. 1 YHS SIIFl HEAD DETAIL (NB]'KK) RDNDA s4ca7 MI ARCH.DETAIL REFS- a1FNr IxroRNAnoN ARM.SHEET HER:- 3 d C 4a-cm CLOCK n mHERs .. UP— m- 83 E2-OOBB 5' -0ans ES-0055 REMSIONS ors,�nnl Drnr cse BFAVNT Dpx ace swan J (NB rlDt) •VCH mp An,1CHMp BWxFR Ilpp• I ro vmrcx m vsn swwn c © BY Ps n m-0m2 T+ EI-1050 a = 0 (am") m-DAY_ __ __ Br p SFAUNT DRAW7N0 INFO: 2 YHS 50H SILL DETAIL ' Is-1474 2 1�2' D.LO. D.L.O. 2 1/2� D.LO. 401 ARCH.DETAIL REF.:-- B.1•C 1mSw1 PNCOR II 1/EBB'A YC HEEPE IIPIONDf WDTH FRAME WOIH DETAILS ARCH REF.: (G)ul (4)P-u1e ENING FRAME OPENING Pp . B''pSO 3 YHS 50Fl JAMB DETAIL NO JAMB ANCHORS) n HOLES 401 ARCH.DETAIL REF.:- 4 nHs soFl w+ncAL DETAIL ARCH.SHEET REF.:- 401 ARCH.DETAIL REF.:- ARCH.SHEET REF.:- 4 d EI)DD w x mid m 4 ' a PROD,/: QAE DATE: MAY]I,SO]I DIsrANCE a PAU( W@(CH IN(". DWc/: Of d MECH-ELECT-CIVIL EKG, DRAWN BY: 1984 BILTMORE ST.#1'14 / CHECKED BY: MS PORT SAINT LUCIE,FL 34984) PAUL WELCH P.E. SCALE-HALF FLA REG NO.29945 SHEET JUN 18 2021 401 B'CHU BLOCK BT OTHERS ' bj'MIN. EDGE QISfAN E t/4•Bn Dso uLm�cDx a O E@ m Psu] FF PpGG pp s 8 Tn 6r 9E PROJECT 117LE: B1O(FR ROD B4CNOR ROD `SrAw � LIBERTY .m OOw 000 0ATI TIRE MHDIO 3 PO-1210 •fMJt-4L f P.S.Lo. ro 4vBroL Br P.sLa 2 35H THRESHOLD DETAIL 102 ARCH.DETAIL REF.:NONE ARCH.SHEET REF.:NONE _Tr Annperc; AS-OSOl 8-0062 DON 093 SFAEMD - 007T RANGE LOE ROAD BY P.S.— PORT ST.U, FLOEIOA 34037 Z b !E F2-000 OIENT INFORMATION: 0 EB-022B S 'E2-0055 E9-0200 I I O g2g � E2 a ~ E"225 0 ER-com E9-0221 0 50 5 DA p z M 0 s i li 0 5' I Q E1-10Sggg\\\ DRANINR INFO: 2S FM-100 DETAILS 1 35H DOOR HEADER DETAIL 402 ARCH.DETAIL REF.:- �j 1 ARCH.SHEET RFF.:- . - I ® I As-D487 sEr Txlwsxan . f!N A BED Oi ?FR.Nr � Bf P.S. d d tµ•ba nm ULm�mN • ' i d W/1 3/4•YH.EMBED .8Y P.S.LO. d 21,2021MIN. .IPAUIWE.W IN6. awEDGE DIsrANCE, MAH-ELEC -CIVILEN�•1984-OILTMQRE ST.#1 t� : MSd W11T SAINT'LUCIE,FL'34904 d PAUL WELCH P.E. 4 d 4 d d d FLA REG N0.28945 JU N 1 8 2021 402 • DAcxm Roo• qU �� tr a m� A9-O904 • ° ByM°OTHR o°w 993 srAVM -ooe� 9 u-1o6e •4 P� E9-02PE E9-0 6 I I 1/1�OL00.TRNLN DOx 99e € I eZ-001 f1-DWI P.9�'LµO.F 9 Im ULW (NS YNN) �( E7-0397 LIBERTY E9-DEEP 11 MIN. d TIRE BED. t2-met � G SI7E AODflE�S • E9-OPE9 E9-0E29 PWT RANGE DNE ROAD mxm R00• I'lj PGRT 9T.WCR: S� MRICA 369e7 8T P9lG 3 7/8' 13/18' 13/16- 3 7/8' CIIFNT INFORMATION- 4 11/18 4 11/1E' 1/8' D.L.O. 2 1/2' DOOR OPENING WIDTH DOOR OPENING 2 1/2- FRAME WIDTH FRAME WIDTH 1/4'MAX FRAME OPENING FRAME OPENING 1 YHS SOPS DR JAMB DETAIL z 35H DOOR JAMB DECAL 403 ARCM.DETAIL Rff,:NONE 403 ARCH.DETAIL REF.: VISIO S ARCH.SHEET REF.:NONE ARCH.SHEET RER: oEewvnax 8' DRAa1NG INFO DON 90e scaAvr we 9FAUNr -4 (xa mam umnu°i10rt P c DETAILS EI DAW ExO ND) o (eerorm) m-aase— —— --— e�r"TPsl° � 7 YHS SON SILL DETAIL s rc-11E1 407 ARCH.DETAIL REF.:- ARCH.SHEET REF.:- n (E)W 1212 pl P-121e E9-Oete e6CNlA Roo I BAMM ROD e suuvr a sFA1AM �•M0 � xola RNISNm MDR PROJ./: Q d 44 DATE MAY71,1011 d. 4' DWG JP. 0i a d s 8• (`�i� U 1 d a PAUL WEk.CH INC. / DRAWN BY: �• a vsm MECH-ELEC"-CIVIL ENG. CHECKED BY: m1s 4' p 1984 AILTMORE ST.,Y.114 SCALE:HALF PAULPOflT SAINT LUCIEWELCH,FL 3498.0 SHEET d D 4 d FLA A G NO 2 945 403 EDGE 1 2021 g 4. DISTANCE d d .4 4 d JUN 18 2021