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420 NE 92 St (2)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date ° / Job Address # A/Z / Tax Folio 0 3 6 ° / ` f 4)6 77 Legal Description Owner/Lessee / Tenant /oak Owner's Address /£ /ca 1' I 4 Phone 71---, If3 /0 J S'‘ r1 f7 Contracting Co. o -., Address 21-a-,---e- Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Address Architect/Engineer Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION ; es • 0 1(4144vel 46¢. ' '-0 — 0)-.7 e /?.Mace, , Wez V G L, e,,,i, /,. 020 • rattle . z s e.4Aciak4.✓'e 44.4 re-,/ Yew Square Ft. Estimated Cost (value) Signature of .wner an WARNING TO OWNER: YOU MUST RECORD A NOTICE .OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH Y`CUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ons . ction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. le'P esi ent Date 4' ac€-jI . g�� v 9 otary as to Owner and/or C ��o President D e My Commission Expires: FEES: PERMIT APPROVED: Zoning • Buildin Mechanical Xez/i-7,t 4 '`Y EILEEN R. PHELPS c � tat MY COMMISSION 1/ CC431454 EXPIRES January 4, 1999 A A h °"' BONDED THRU TROY FAIN INSURANCE, INC. Historically Designated: Yes No Master Permit # 144% Signature of Contractor or Owner - Builder Notary as to Contractor or Owner- Builder My Commission Expires: C.C.F. - NOTARY TOTAL DUE 0 " Electrical Date Plumbing Engineering .__ = << < <A.C.E.S. Version 2.2» »______ == = = == == == =_= =<« <TABARES- TRUSS -00 » »___ Customer : LEZAMA //� n Date : 09 -27 -1988 Project #: 2736 Truss ID :T2 7 Fam.i1 y # 304 Span : 17 -8 QUANTITY : 3 Top Pitch : /12 WNW TOP CHORD B0TT0tI CHORD WEBS REACTIONS 1 -2= -3498 7 -8= 12740 3 -1= 5577 1= -670 2 0 8 -9= 11368 3 -10= -10282 7= -10887 3 -4= 4783 9 -10= 11368 4- 10 = -18324 10= -19022 4-5=-12739 10 -1= -4782 4 -9= 91 5 -6= 0 4 -8= 1557 6- 7 = -3788 5 -8= -647 5- 7= -14563 PLATE OFFSETS (X= LEFT,Y= TOP):EJS= 3, 2],EJ7= 4, 1.5],[110= 3, 2], K 4 -2 8 -8 13 -2 17 -8 4 -2 4 -6 4 -6 4 -6 2X4 2 1 3X5 4X6 3 10 4X9 4X20 4 9 3X4 8 4X5 4X? 5 ■== a= = = == = == == a = x == = = = = = = x === =s= =x = = 8 -8 13 -2 17 -8 . 4 -2 4 -6 4 -6 4 -6 LEFT HEIGHT:2 -9--7 SPAN:17 -8 RISE:2 -9 -7 RIGHT HEIGHT:2 -3 -7 LOADING (PSF) MAXIMUM CSIS MINIMUM GRADE OF LUMBER L D TOP CH0RD:2 *6 No.1D KO SP TOP 30 15 TOP 4 -5= .912 BOT CH0RD:2 *4 No.20 KD SP BOTT 0 10 BOTT 7 -8= .605 WEBS :2 *4 No.3 KD SP 2X4 6 7 3X7 =. - ..=== C.== - = ...=.==========.====. STR.INC.: 1.33 SPACING : 24 in. o.c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS= 3 MIN. BRG WIDTHS ® JNT. 1= 8 ;7= 8 ;10 ='5.5 : DEFL.< L/360 SPECIAL LOADING IN PLF: UNIFORM BETWEEN JOINTS 2 -6= 1740 ; 7 -1= 20 WEB 4 -10 TO BE 2 *4 No.20 KO, AP WEB 5 -7 TO BE 2 *4 No.2D KO 5 r ** 3 MEMBERS NAILED TOGETHER WITH 16 d NAILS 12 in. o.c. ** or 10d NAILS 10 in. o.c.(CHORDS AND WEBS), FROM EACH FACE PLATES ARE BEMA}(-20 HOLDING- 240 TENSION- 359 SHEAR- 242 MANUFACTURED IRON RSTM R 44$ ORO R GRLURNIZED STEM PLATES MUSE BE 'STALLED ON BOTH FACES Of JOINTS SYMMETRICALLY(EKCEPT RS SH0UN)BESI66H CONFORMS UITH HOS OE THIS HON IS FOR TRUSS FABRICATION 0UtLfOR PERMANENT RHO TEMPORARY BRRCIHG(UHICN IS RUNS REQO)CONSULT E 1? N AN) ,.' S nUD BOLA' iPI- TECT 81 yEiQ ,,. = == « <<A.C.E.S. Version 2.2>> »__ __________ =____= ___ << < <TABPRES- TRUSS -00 » >> = == Customer : LEZAMA Date : 09 -27 -1988 Project #: 2736 Truss ID :T151,11/5 Family It : 201 Span : 12 -4 QUANTITY : 1 Top Pitch : 5/12 TOP CHORD 1- 2 = -769 2 -3= 0 3 -4= -271 LOADING (PSF) L D TOP 30 15 BOTT 0 10 =_ 1 -10 6 -2 2X3 WEDGE = == _ === = = === STR.INC.: 1.33 REPETITIVE STRESSES USED MIN. BRG WIDTHS @ JNT. 1= BOTTOM CHORD WEBS 4 -5= 694 2 -5= 119 5 -1= 694 2- 4 = -765 6 -2 6 -2 6 -2 LEFT HEIGHT:0 -6 -3 SPAN:12 -4 MAXIMUM CSIS TOP 1 -2= .6 BOTT 5 -1= .216 8 ;4= 8 : DEFL.< L/360 12 -4 6 -2 5 2X3 12 -4 6 -2 REACTIONS 1 = -652 4 = -552 2X3 4 3X5 RISE:5 -7 -14 RIGHT HEIGHT:5 -7 -14 MINIMUM GRADE OF LUMBER TOP CHORD:2 *4 No.20 KO SP BOT CHORD:2 *4 No.20 KO SP WEBS :2 *4 No.3 KD SP == _ = == == == = == == = = = = = == SPACING : 24 in. o.c. NO. OF MEMBERS= 1 PLATES RRE BEMRB-20 HOLDING- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FROM ASTM R 446 GRO R GRLURNIZED STEEL(EBCEPT RS SHOUN) PLATES MUST BE INSTALLED ON 80TH fRCES Of J01NTS.SYMMETRICALLY(ERCEPT RS SHOUN)OESIGN CONFORMS UIIH HOS DESIGN SPECS RHO BOCK TPI -BS THIS DSGM IS fOR TRUSS FABRICATION OHLY.fOR PERMANENT RHO TEMPORARY BRACING(UHICH IS RLUAYS REOO)CONSULI BLDG ARCHITECT OR ENGINEER. __ = < <<<A.C.E.S. Version 2.2 >>;i = ________ = « < <TABARES- TRUSS- C0 > > > > =__ Custom er : LEZAMA /'�� ra Date : 09 -27 -1988 Project #: 2736 Truss ID :T14 4//t1 # : 108 Span : 33 -4 QUANTITY : 1 Top Pitch : 5/12 ==============..=====. __ _ _ _ _ _ _ _ _ _ - -'_ _ _ _ _ = = = _ _ _ _ _ _ _ _ _ _ _ BOTTOM CHORD WEBS 7 -8= 471 2- 11 = -555 8 -9= 432 3-11=-747 9 -10= -227 3 -10= 38 10 -11= 38 4 -10= -347 11 -1= 173 5 -10= 529 5- 9=- 1036 6- 9 = -849 6 -8= 129 PLATE OFFSETS (X= LEFT,Y =TOP):(J10= 4, 21, TOP CHORD 1 -2= -186 2 -3= 320 3 -4 = -73 4 -5 = -73 a -5= 355 6- 7 = -507 5 -3 -6 11 -2 -3 16 -8 3 3 -1 -1� 5 - -6 5 -5 -13 5 -5 -13 �3 -5 -13' LOADING (PSF) L D TOP 30 15 BOTT 0 10 9 -0 9 -40 LEFT HEIGHT:0 -0 -4 STR.INC.: 1.33 REPETITIVE STRESSES USED 11 3X5 16-3 7 -3 SPAN:33 -4 MAXIMUM CSIS TOP 6 -7= .455 BOTT 11 -1= .261 10 5X3 20 -8 4-0 =_ _____________ == == == = == =_______ _ -•— 9 3X5 26 -1 -10 33 -4 5 -11 -13 7 -2 -6 8 2X3 27 -0 33 -4 6 -4 6 -4 REACTIONS 1= -396 7= -555 11 = -1129 9= -1513 RISE:6 -11 -9 RIGHT HEIGHT:0 -0 -4 ____________________=__ ______________ =__________ = = = = == MINIMUM GRADE OF LUMBER TOP CHORD:2 *4 No.20 KO SP BOT CHORD:2 *4 No.2D KD SP WEBS :2 *4 No.3 KD SP _-_ SPACING : 24 in. o.c. NO. OF MEMBERS= 1 MIN. BRG WIDTHS @ JNT. 1= 8 ;7= 8 ;11= 3.5 ;9= 3.5 : DEFL.< L/360 PLATES ARE DEI1AX-2O HOLDING- 210 TENSION- 359 SHEAR- 242 MANUFACTURED FROM ASTM A 146 GRD A GAIUANIZED STEEL(EXCEPT AS SHOUN) PLATES MUST BE INSTALLED ON BOTH FACES Of JOINTS SYt1METRICAIIY(EXCEPT AS SHCUH)DESI6N CONFORMS UITH NOS DESIGN SPECS HI BOCAJPI -85 THIS UGH IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT ONO TEMPORARY BR0CTNG(UHICH I5 ALWAYS REOO)CONSULT BLOC � q Ect.T)R:THmttik et 'lbw rA 'i , r '' ` ': • f. _ = = < <<<A.C.E.S. Version 2.2 > »: = < «<TABARES- TRUSS- C0» >' > = == Customer : LEZAMA / / ^ � Date : 09 -27 -1988 Project #: 2736 Truss ID :T13 0, Family # : 108 Span : 33 -4 QUANTITY : 2 Top Pitch : 5/12 TOP CHORD BOTTOM CHORD WEBS 1 -2= 370 7 -8= 1836 2 -10= -540 2 -3= 820 8 -9= 1331 3- 10 = -1886 . 3- 4 = -767 9 -10= 14 3 -9= 928 4 -5= -767 10 -1= -333 4 -9= 96 S -8= -1697 5- 9 = -834 6 -7= -2038 S -8= 480 6- 8= -371 PLATE OFFSETS (X= LEFT,Y= TOP):IJ9= 4, 21, 1 -10 5 -8 -6 11 -2 -3 16 -8 22 -1 -13 27 -7 -10 5 -8 -6 t 5 -5 -13 5 -5 -13 F 5 -5 -1:3 5 -5 -13 3X6 '3PL . 3X5 SPL 5:<6 10 3X5 2X3 WEDGE 9 -0 9 -0 LEFT HEIGHT:0 -6 -3 _ = a LOADING (PSF) L 0 TOP 30 15 BOTT 0 10 2X3 2 STR.INC.: 1.33 REPETITIVE STRESSES USED 3` -;4 16 -8 7 -8 SPAN:33 -4 MAXIMUM CSIS TOP 6 -7= .564 BOTT 7 -8= .488 5X4 9 5X8 4 8 3X4 6 24 -10 -11 33 -4 8 -2 -11 8 -5 -5 MIN. BRG WIDTHS 0 JNT. 1= 8 ;7= 8 ;10= 3.5. : DEFL.< L/360 SPACING : 24 in. o.c. NO. OF MEMBERS= 1 REACTIONS 1= -168 7= -1208 10= -2217 3:3 -4 1 -10 5 -0 -6 4 3X4 �� 5 2X3 \ _ \ l 2X3 WEDGE RISE:7 -5 -9 RIGHT HEIGHT:0 -6 -3 MINIMUM GRADE OF LUMBER TOP CHORD:2 *4 No.20 KD SP BOT CHORD:2 *4 No.2D KD SP WEBS :2 *4 No.3 KO SP .A.3= WEB 3 -10 BRACED AT 1/2 POINTS PLATES ARE BE1•13X-20 HOLDING- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FROM A$TM fi 446 GRD B GALUANIZMD STEEL(EXCEPT AS SNOW) PLATES MUST BE INSTALLED ON BOTH FACES Of JOINTS SYIIMETRICALLY(EXCEPT AS SNOUN)DESIGN CONFORMS WIN NOS DESIGN SPECS AND 90CA,TPI-85 THIS OSGN I5 FOR TRUSS FABRICATION ONLY.FORR PERMANENT AND TEMPORARY BRACIN6(UHICH I5 ALWAYS RE00)CONSULT BLDG ARCHITECT P4.,' 5X6 7 • a', :t ..e .., -,, 0 . �` 1F; C i T. . ; • \ t, , r ` r y ( fi n C 0 SZ As _ == « <<A.C.E.S. Version 2.2 >> > > TABARES- TRUSS -CO » » = == Customer : LEZAMA4/16 Date : 09 -27 -1988 Project #: 2736 Truss ID :T12 Family # : 204 Span : 24 -8 QUANTITY : 5 Top Pitch : 5/12 TOP CHORD 1-2=-2297 2- 3 = -1992 3 -4= -1039 4 -5= 0 5- 6 = -271 1 -10 6 -2 b -2. 2X3 WEDGE LOADING (PSF) L D TOP 30 15 BOTT 0 10 STR.INC.: 1.33 REPETITIVE STRESSES BOTTOM CHORD WEBS 6 -7= 744 2 -8= -394 7 -8= 1471 3 -8= 603 8 -1= 2073 3 -7= -841 4 -7= 858 4- 6 = -1229 8 -2 -11 8 -2 -11 LEFT HEIGHT:0 -6 -3 SPAN:24 -8 1'_ -4 6-2 9 3X4 3X,6 SPL, 16 -5 -5 8 -2 -11 MIN. BRG WIDTHS 0 JNT. 1= 8 ;6= 8 : DEFL.< L/360 18 -6 5 -2 3> <6 7 3X4 24-9 24 -8 6 -2 REACTIONS 1=-1330 6= -1330 3 -2 -11 R1SE:10 -9 -9 RIGHT HEIGHT:10 -9 -9 == ==== = == = == MAXIMUM CSIS MINIMUM GRADE OF LUMBER TOP CHORD:2 *4 No.20 KO SP TOP 1 -2= .72 BOT CHORD:2 *4 No.20 KO SP BOTT 8 -1= .514 WEBS :2 *4 No.3 KO SP SPACING • 24 in. o.c. USED NO. OF MEMBERS= 1 2X3 6 3X5 =___ __ =_ = = = == _= == = == = == WEB 4 -6 BRACED AT 1/2 PINT§ WEB 5 -6 BRACED AT 1/2 PU PLHiES ARE BEi1PJi -20 HOLDING- 240 TENSION- 3S9 SHEAR- 242 MANUFACTURED FROM ASTM R 446 GRD A GRLURHIZED STEEL(ERCEPT RS SHOUH) PLATES MUST BE INSTALLED ON BOTH FRCES OF JOINTS SW 1ETRICALLY(EBCEPT AS SHOUN)DESIGN CONFORMS UIIH NDS DESIGN SPECS AND BUCA,IPI-BS THIS 05tH IS FOR TRUSS FABRICATION ONLY.fOR PERMANENT RID TEMPORARY BRACIN6(UNICH IS ALMS REQD)CONSULT BLDG ARCHITECT OR ENGINEER, _ = = <<<<A.C.E.S. Version 2.2>>>>= Customer : LEZAMA Project #: 2736 Span : 19-11 Seat cut : 0 -0 = a - __ -_____ TOP CHORD BOTTOM CHORD WEBS 1 -2= 867 6 -7= 967 3- 1 = -1434 -3= 0 7 -1= 1062 3 -7= 3 3 -4= -1130 4 -7= 235 4 -5= 0 4 -6= -1048 5 -6= 747 :3X3 Nem LEFT HEIGHT:2 -9 -6 LOADING (PSF) L 0 TOP 30 15 BOTT 0 10 2 -5 -8 4 -10 -4 t t 4 -10 -4 STR.INC.: 1.33 REPETITIVE STRESSES USED 3x14 3X4 /. 1 3X4 = = = = _ <<: <TABAR63- TRUSS -00 » »___ Date : 09 -27 -1988 Truss ID :T4 I1(24 Family # 218 QUANTITY : 2 Top Pitch : 5/12 Bot Pitch : 2.5/12 12 -4 -10 7 -6 -6 3X6 SPL. 9 -10 -9 9 -10 -8 MAXIMUM CSIS TOP 3 -4= .911 BOTT 7 -1= .475 7 3X4 INTERNAL RISE:4 -1 -13 SPAN:19 -11 RISE :11 -3 -11 =_ MIN. BRG WIDTHS @ ,TNT. 2= .8 ;5= 8 : DEFL.< L/360 19 -11 7 -6-6 3Y;6 SPL. 19 -11 10 -0 -8 WEB 3 -1 BRACED AT 1/2 POINTS WEB 4 -6 BRACED AT 1/2 POINTS PLATES RRE BEhRX-20 HOLDING- 210 TENSION- 359 SHEAR- 242 MANUFACTURED FROM AStM A 416 GRO A 6ALUANIZED STEEI(EKC1' PLATES MUST BE IHSTRLLEO ON BOTH FACES OF JOINTS,SY'MMETRICRLLY(EBCEPT RS SHOU1DOESI6N CONFORMS UITN NOS DESIGN THIS DSGN IS FOR TRUSS FABRICATION OHLY.FOR PERMANENT RND TEMPORARY 8RRCING(UHICH IS BLUTIYS READ )CONSULT BLOT REACTIONS 2= -1079 5 = -1079 0 -6 -3 . 3k :3 5 b 3X4 RIGHT HEIGHT:6 -11 -3 MINIMUM GRADE OF LUMBER TOP CHORO:2 *4 No.2D KD SP BOT CHORD:2 *4 No.2D KD SP WEBS :2 *4 No.3 KD SP SPACING : 24 in. o.c. NO. OF MEMBERS= 1 _ = = <<<r <A.C.E.S. Version 2.2 > >» _ - Customer : LEZAMA Project #: 2736 Span Truss ID :TS "z/�, 20 -3 -8 QUANTITY : 4 O Seat cut : 0 -0 TOP CHORO 1 -2= 875 2 - 3 = 0 3 -4= -1151 4 -5= 0 5- 6 = -333 LEFT HEIGHT :2 -9 -6 LOADING (PSF) L D TOP 30 15 BOTT 0 10 3X3 1 4X6 STR.INC.: 1.33 REPETITIVE STRESSES USED BOTTOM CHORD 6 -7= 979 7 -1= 1099 0 -6 -8 5 -0 -8 5 -0 -8 3 WEB 5 -6 TO BE 2 *6 No.1D 1 <0 SP 3X6 SPL. 10 -1 -8 10 -1 -8 MAXIMUM CSIS TOP 3 -4= .913 BOTT 7 -1= .493 WEBS 3 -1= -1469 3 -7 = -15 4 -7= 252 4- 6 = -1065 12 -8 3X4 1 �7 7 3X4 3X4 MIN. BRG WIDTHS @ JNT. 2= .8 ;6= 8 : OEFL.< L/360 4 y J . Ak 20 -3 -8 10 -2 < « <TABARES- TRUSS -00 > ?» ___ Date : 09 -27 -1988 Family # : 218 Top Pitch : 5/12 Bot Pitch : 2.5/12 20 -3 -8 7 -7 -8 3X6 SPL. 2X3 5 4X6 REACTIONS 2= -1095 6= -1095 INTERNAL RISE:4 -1 -9 SPAN:20 -3 -8 RISE :11 -2 -14 RIGHT HEIGHT:7 -1 -4 === = === _ MINIMUM GRADE OF LUMBER TOP CHORD :2 *4 No.20 KO SP BOT CHORD :2 *4 No.20 KD SP WEBS :2 *4 No.3 KO SP SPACING : 24 in..o.c. NO. OF MEMBERS= 1 • WEB -1 BRACED AT 1/2 PONT WEB 4 -6 BRACED AT 1/2 P0 PLATES ARE BEMAN -20 HOLDING- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FROM ASTM R 996 GRO R GRLUANIME0 STEEL(DR EPT'fl vale N PLATES MUST BE INSTALLED ON BOTH FACES OF JOINTS SYMMETRICALLY(EXCEPT RS SHOWH)OESIGN CONFORMS WITH NOS OESLOWSPE{i AN0:88Cfr;IPL,- 65tw *,,, THIS OSGN IS FOR TRUSS FABRICATION ONLY.FOR PERtII KENT ONO TEMPORARY BRACING {UHICN 10 ALWAYS REQ0)CONSULT DOG ARCHITECT OR ,ENSINEI(R'r.,`"$. ___<<< <A.C.E.S. Version 2.2 > > > > =___ Customer : LEZAMA Project #: 2736 Span : 30 -1 -8 Seat cut : 0 -8 TOP CHORD BOTTOM CHORD WEBS 1 -2 =-265 8 -9= 1457 3 -1= -5297 2 -3= 0 9 -10= 2881 3 -1i= -227 3 -4= -4981 10 -11= 4148 4 -11= 702 4- 5 = -3678 11 -1= 4873 4- 10 = -830 5- 6 = -1889 5 -10= 1069 6 -7= 0 5 -9= -1318 7 -8= 1377 6 -9= 1237 6- 8 = -1745 PLATE OFFSETS (X =LEFT,Y= T0P):EJ1= 3, 1.51, {J6 = 3, 1.51,[J9= 2, 1.5], 1 -10 6 -0 -5 12 -0 -10 18 -0 -14 24 -1 -3 30 -1 -8 0 -6 -8 i 6 -0 -5 t 6 -0 -5 6 -0 -5 i 6 -0 -5 t 6 -0 -5 3X6 SPL. 3X3 LOADING (PSF) L D TOP 30 15 BOTT 0 10 2X3 11 1 3X4 3XB 7-b -b 7-6-6 STR.INC.: 1.33 REPETITIVE STRESSES USED Truss ID :T3 dal, QUANTITY : 6 . 7-6 -6 MAXIMUM CSIS TOP 3 -4= .988 BOTT 11 -1= .858 10 3X4 5X6 SPL. 15- N/B ________« «TABARES- TRUSS- C0 » > > = =_ Date : 09 -27 -1988 Family # : 218 Top Pitch : 5/12 Bot Pitch : 2.5/12 MIN, BRG WIDTHS @ JNT. 1= 8 ;7= 8 : DEFL.< L/360 WEB 3 -1 TO BE 2 *4 No.2D KD SP 3X4 5 344 3X8 4 22 -7 7-5-6 9 3X5 3X5 SPACING : 24 in. o.c. NO. OF MEMBERS= 1 t• REACTIONS 1_ -1642 7= -1641 7 30 -1 -8 7 -6 -b 8 3X6 INTERNAL RISE :6 -1-10 LEFT HEIGHT:0 -6 -3 SPAN:30 -1 -8 RISE:13 -3 -9 RIGHT HEIGHT:6 -11 -3 ===.====================........=... MINIMUM GRADE OF LUMBER TOP CH0R0:2 *4 No.10 K0 SP BOT CH0RD:2 *4 No.2D KD SP WEBS :2 *4 No.3 K0 SP WEB 3 -1 BRACED AT 1/3 P0I -� WEB 6 -8 BRACED AT 1/2 POI"' , " ; 11 ' • tt� PLATES ARE BEMAN -20 HOLDING- 290 TENSION- 3S9 SHEAR- 292 MANUFACTURED FROM ASTM B 145 GRO R GALVANIZED STEEL(E!{CEiJ RS SH I't V, t 1. PLATES MUST BE INSTALLED ON BOTH FACES OF JOINTS SYMMETRICALLY(EXCEPT AS SHOUN)DESIGN' CONFORMS UITN NOS OESIBH SPECS "149 TPt3 ° r :. THIS OM IS FOR TRUSS FABRICATION ONLY,FOR PERMI.NEHT AHO TEMPORARY BRRCING(UHICH I% RUNS REQO)COHSULT BOG ARC1Uf[ OR ENGINEER. •. "' „. '0., i..; +4 ;; :`':7 c - 4 -4_ • S: • 1 .? _ = =«< <A.C.E.S. Version 2.2 > » > = - -_ -_ -_ Customer : LEMMA Project #: 2736 Truss ID :T1 Ap iig Span : 30 -10 QUANTITY : 6 Seat cut : 0-3 3- 3 = -94 4- 3= 434 4- 2= -656 5- 2= 868 5- 1= -1100 6- 1= 1047 6- 0= -1508 7- 0= 483 8- 0= 1472 PLATE OFFSETS (X =LEFT,Y= TOP):(J1= 3, 1.5), TOP CHORD 1 -2= -230 2-3= 0 3 -4= -5228 4- 5 = -4302 5 -6= -2831 6 -7= -1198 7 -8= -1198 8 -9= 45 1 -10 5 -2 -14 10 -5 -13 15 -8 -11 20 -11 -10 26 -2 -8 30 -10 0 -4 -8 t 5 -2 -14 5 -2 -14 5 -2 -14 5 -2 -14 5 -2 -14 4 -7 -8 r P /GG Y 6 -6-10 6 -6 -10 LEFT HEIGHT:0 -6 -3 BOTTOM CHORD 9 -10 = -1 10 -11= 2396 11 -12= 3585 12 -13= 4590 13 -1= 5004 13 3X4 13-1 -4 6 -6 -10 WEBS 3- = -5458 3X6 SPL, 5X4 7 3X4 6 3X4 r` 12 3X4 5X6 SPL. W /B -14 6 -6 -10 1 4 �..._� 3X9 `` J' <« < <TABARES- TRUSS -00>> »___ Date : 09 -27 -1988 Family # : SPECIAL Top Pitch : 5/12 Bot Pitch : 2.5/12 11 3X4 26 -2 -8 6 -6 -10 REACTIONS 1= -1678 8 = -1680 STR.INC.: 1.33 SPACING : 24 in. o.c. REPETITIVE STRESSES USED NO. OF MEMBERS= 1 MIN. BRG WIDTHS 0 JNT. 1= 8 ;8= 8 : DEFL.< L/360 9 10 2X3 3)(8 30 -10 4 -7 -8 t INTERNAL RISE:6 -3 -7 SPAN:30 -10 RISE:11 -5 -4 RIGHT HEIGHT:3 -2 -11 LOADING (PSF) MAXIMUM CSIS MINIMUM GRADE OF. LUMBER L 0 TOP CHORD:2 *4 No.1D KO SP TOP 30 15 TOP 3 -4= .819 BOT CHORD:2 *4 No.2D KO SP BOTT 0 10 BOTT 13 -1= .828 WEBS :2 *4 No.3 KO SP = = • WEB 3 -1 TO BE 2 *4 No.20 KD SP WEB 3 -1 BRACED AT 1/2 POINTS . WEB 6 -10 BRACED AT 1/2 POINT5 `' r L ; PLATES ARE BENRK -20 HOLDING- 240 TENSION- 3S9 SHEAR- 212 MRNUfACTUREO FROM RSTM R 4 GRO R GRLURNIZED STEEL(EYAPT`HS HUWl PLATES MUST BE INSTALLED ON BOTH FACES or JOINTS SYMMETRICRLLY(EXCEPT AS SHOUN)DESIGN CONFORMS UITH NM OESI SPECS. 10.000•TSI:99-1 w. w •'' , THIS ISSN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT ROO TEMPORARY BRACING(tJHICH IS RLURYS REOD)COHSULT BLD ;RRCNIIiirOR ENb�TiEER. ',.•' . ` '. ' • . it7 /in7••� ___ « « A.C.E.S. Version 2.2» » _ __________________ = = «< <TABARES- TRUSS- CO > > >> =__ Customer : LEZAMA Date : 09 -27 -1988 Project #: 2736 Truss ID :T8 go Family # : SPECIAL Span : 27 -1 -8 QUANTITY : 2 Top Pitch : 5/12 Seat cut : 0 -0 Bot Pitch : 2.5/12 --- 3 - -C -i^ ^_---- _- ____ == = .... ... -= = = =---- =__==___ _-- - ^ ==== TOP CHORD BOTTOM CHORD WEBS REACTIONS 1 -2= 1355 8 -9= 0 3 -1 =- 2651 2= -1477 2 -3= 1 9 -10= 2187 3 -11= 740 7= -1476 3- 4 = -2981 10 -11= 2928 4 -11= -209 4 -5= -2463 11 -1= 2070 4 -10= -632 5- 6= -10 5 -10= 539 6- 7 = -1028 5 -9= -1317 7 -8= 45 6 -9= 294 7 -9= 1264 2-6 -3 2 -10 -2 r, ,r .:. -10 -L 9 -4 -12 6 -6 -10 1 3X4 3X6 7 -0 -5 7 -0 -5 11 15 -11 -6 22 -6 27 -1-3 0 -4 -3 6-6 -10 r 6 -6 -10 r 4-7-8 3X6 SPL. 5X6 SPL, 14- W/B 7 -8 -13 3X,4 5 4X4 b 344 : : :- -- - '•71� -�_ti' :- 3 ,._-:. ------- // 3X3 _•---' 10 3X4 22-6 7-3-13 9 3X9 4X4 27-1-3 4-7-9 8 2X3 INTERNAL RISE:5 -7 -13 LEFT HEIGHT:1 -5 -2 SPAN:27 -1 -8 RISE:10 -9 -10 RIGHT HEIGHT:3 -2 -11 .__________================= a============____.;__ ___________________ == === = =_____ LOADING (PSF) MAXIMUM CSIS MINIMUM GRADE OF LUMBER L 0 TOP CHORD:2 *4 No.10 KO SP TOP 30 15 TOP 3 -4= .847 BOT CHORD:2 *4 No.2D KO SP BOTT 0 10 BOTT 10 -11= .612 WEBS :2 *4 No.3 KO SP _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = = _ = STR.INC.: 1.33 SPACING : 24 in. o.c. REPETITIVE STRESSES USED NO. OF MEMBERS= 1 MIN. BRG WIDTHS @ JNT. 2= 1.1 ;7= 8 : DEFL.< L/360 WEB 5 -9 BRACED AT 1/2 POINTS PLATES ARE BEI18Y -20 HOLDING- 240 TENSION- 359 SHEAR- 242 MANUFACTURED FROM BSit1 R 446 GRO A GRLUAHI2E0 STEEL(ESCEPT !' "'' fO - • PLATES MUST BE INSTALLED ON BOTH FACES Of JOINTS SrMMETRICALLY(ERCEPT AS SNOUH)OESIGN CONFORMS UI1H 005 DESIGH 131( YPT: S • THIS OSGH IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT ONO TEMPORARY BRACIN6(UHICH IS RUNS REQDiCOHSULT BLDG AP r T'9R: 6cE ` • 1 ,3TATE Q y T1 1., __= < < <<A.C.E.S. Version 2.2>>>>-= «<<;TABARES- TRUSS -00 » »___ Customer : LEZAMA �� Date : 09 -27 -1988 1 Project #: 2736 Truss ID :T7 Y Famil y # . 218 Span : 19 -4 -8 QUANTITY : 5 Top Pitch : 5/12 Seat cut : 0 -0 Bot Pitch : 2.5/12 TOP CHORD 1 -2= 872 2-3= 1 3- 4 = -1500 4 -5= 0 5- 6 = -336 2 -6 -8 3-11 -13 3- 11 -1:3 7 -8 -5 s 1 4X6 LEFT HEIGHT:1 -S -14 LOADING TOP 30 15 BOTT 0 10 - == STR.INC.: 1.33 REPETITIVE STRESSES USED BOTTOM CHORD WEBS 6 -7= 1298 3 -1= -1832 7 -1= 1509 3 -7 = -94 4 -7= 271 4- 6 = -1318 4 3 //r 9 -10 9 -'10 MAXIMUM CSIS TOP 3 -4= .838 BOTT 7 -1= .917 11 -8 -3 3X4 7 INTERNAL RISE:3 -11 -5 SPAN:19 -4 -8 RISE:9 -6 -12 MIN. BRG WIDTHS 0 JNT. 2= .8 ;6= 8 : DEFL.< L/36O WEB 5 -6 TO BE 2 *6 No.ID KD SP 19 -4 -8 7 -8 -5 3X6 '3PL . 19 -4 -8 9 -6 -8 SPACING : 24 in. o.c. NO. OF MEMBERS= 1 REACTIONS 2 = -1045 6= -1045 2X3 S 4X6 RIGHT HEIGHTS -7 -8 77 MINIMUM GRADE OF LUMBER TOP CHORD:2 *4 No.ID 1''.D SP BOT CHORD:2 *4 No.20 KD SP WEBS :2 *4 No.3 KO SP = as =-- . - - ___ =___= a = - = = = = WEB 4 -6 BRACED AT 1/2 POINTS PLATES RRE BEMRX-20 HOLDING- 240 TENSION- 3S9 SHEAR- 242 MANUFRCTURED FROM ASTM R 446 ORD R GALURNIZED STEEL(EXCEPT AS SHOUN) PLATES MUST BE INSTALLED ON BOTH FACES Of JOINTS,SiMMETRICALLY(EXCEPT RS SHOUN)OESIGN CONFORMS VITA NOS DESIGN SPE n TPI -BS THIS OSGH IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AHD TEMPORARY ORACING(UHICH IS ALUAYS REQO >COHSULT BL0 ` s : �Q r , . L7 4= i r j / / r r , // r / // 7f 1 >_ == Project #: 2736 TOP CHORD 1 -2= -979 2 -3= -556 3 -4= -556 4- 5 = -556 5 -6= -979 3X4 2 1 3X4 LEFT HEIGHT:8 -2 -6 LOADING (PSF > L D TOP BOTT 30 10 BOTTOM CHORD 6 -7= 0 7 -8= 5S6 8 -1= 0 6-5-9 6 -5 -9 6 -5 -9 6 -5 -9 STR.INC.: 1.33 REPETITIVE STRESSES USED } 3X4 3 3X4 SPAN:.19 -3 MAXIMUM CSIS TOP 3 -4= .555 BOTT 7 -8= .214 MIN. BRG WIDTHS @ JNT. 1= 8 16= 8 Truss ID :T9 QUANTITY : 5 WEBS 2 -8= 890 3 -8= -569 3 -7= 0 4- 7 = -569 5 -7= 890 12 -9 -7 6 -3 -13 12 -9 -7 6 -3 -13 = =____ __ = = = = : DEFL.< L/360 _____== «< <TABARES- TRUSS- CO > > > > =__ Date : 09 -27 -1988 Family # : 303 Top Pitch : /12 2X3 4 7 3X 19 -3 6 -5 -9 19 -3 6 -5 -9 RISE:8 -2- -6 RIGHT HEIGHT:8 -2 -6 MINIMUM GRADE OF LUMBER TOP CHORD:2 *4 No.20 KD SP BOT CHOR0:2 *4 No.20 KD SP WEBS :2 *4 No.3 KD SP SPACING : 24 in. o.c. NO. OF MEMBERS= 1 WEB 1 -2 BRACED AT 1/2 PQ WEB 3 -8 BRACED AT 1/2 P WEB 4-7 BRACED AT 1/2 POINT5 WEB 5 -6 BRACED AT 1/2 POI" PLATES ARE BEMAR -20 HOLDING- 240 TENSION- 359 SHERR- 242 MRHUFRCIURED fROM AStM R 446 GRD A GRLURNIZEO STEEI(EKCEPT RS OUH) PLATES MUST BE INSTALLED ON BOTH FACES OF JOINTS SYMMEIRICRLLY(EHCEPT AS SHOUN)DESIGN CONFORMS OITH NOS DESIGN S " NO BUCK 1PI -85 THIS DSGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY DRRCING(W'HICH IS ANUS REOO)CONSULT BLDG NIiEC1 OR ENGINEER' 1 { FI�. . STATE OF • • \ '� n REACTIONS 1 = -1043 6= -1043 3X4 5 6 3X4 _ = = = -= _ == «: <A.C.E.S. Version 2.2>>>>------==--=-= Customer : LEZAMA Project #: 2736 Span : 20 -4 Seat cut : 0 -8 2X3 1 3X5 LEFT HEIGHT:0 -6 --3 .============ - === LOADING (PSF) L 0 TOP 30 15 BOTT 0 10 6 -9 -5 6 -9 -5 __■■■■__ STR.INC.: 1.33 REPETITIVE STRESSES USED Truss ID :T6 41/ QUANTITY.: 5 TOP CHORD B0TT0F1 CHORD _WEBS_ 1 -2= -222 7 -8= 1145 3 -1= -3162 2 -3= 0 8 -9= 2221 3 -9= -258 3 -4= -2833 9 -1= 2895 4 -9= 604 4 -5 =- 1562 4 -8= -326 5 -6= 0 5 -8= 301 6- 7 = -218 5- 7 = -1262 PLATE OFFSETS (X= LEFT,Y= T0P):(J3= 2.5, 1.5), 1 -10 5 -1 10 -2 5 -1 5 -1 3X6 "_ -�_ r _ 2 ,- 8 9 3X4 3X4 MAXIMUM CSIS TOP 3 -4= .656 BOTT 9 -1= .55 3X6 SPL. 13 -6 -11 6 -9 -5 == < < < <TABARES- TRUSS -00 >» >___ Date : 09 -27 -1988 Family # 218 Top Pitch : 5/12 Bot Pitch : 2.5/12 15-3 5 -1 t 3X6 SPL. :3X4 5 20 -4 5 -1 20 -4 6 -9 -5 MINIMUM GRADE OF LUMBER TOP CH0RD:2*4 No.20 KO SP 80T CH0RD:2 *4 No.20 K0 SP WEBS :2*4 No.3 KD SP SPACING : 24 in. o.c. NO. OF MEMBERS= 1 REACTIONS 1= -1098 7 = -1098 3X5 6 INTERNAL RISE:4 -1 -3 SPAN:20 -4 RISE:8 -11 -14 RIGHT HEIGHT:4 -10 -11 S.= _ _ ==== _ _ =.3 = _ _ = x = x = = MIN. BRG WIDTHS @ JNT. 1= 8 ;7= .8 : DEFL.< L/360 of '►.� WEB 6 -7 TO BE 2 *6 No.10 KO SP `�' ` • 1 WEB 3 -1 BRACED AT 1/2 POINTS �` r., � PLATES ARE BENRB-20 HOLDING- 240 TENSION- 3S9 SHEAR- 242 MANUFACTURED FROM AM A 146 GRO A GALUANIZEO STEB�(ESCEPI AS SHOI;NI 77 r, ,< I . PLATES MUST BE INSIALLEO DM BOTH FACES OF JOINTS,SYMMETRICRLLV(E4CEPT AS SHD!�N)OESIGH CONFORMS UITH NOS DESIGN SPECS RHO BOCA TP.I -85 ,4 1 4 THIS DSCN IS FOP, TRUSS FABRICATION OHLV.FOR PERMANENT AND TEMPORARY 2RACING(UHICH IS ALMS RE00)CONSULT BLOC ARCHITECT OR +UNi I41 , E ,. '.4 Z LUMBER SIZ ' ' - AIR DRIED 2X 4 / 2X 4 TOP 26' 0' 26' 0' BOT 28' 0' 26' 0' 26' 0' 28' 0' ON.SL.STR.SP SELECT ST.SP NUM8.1 ON.SP NUMBER i SP NUMB.2 ON.SP NUMBER 2 SP 28' 0' 28' 0' 28' 0' TOP 26' 0' 26' 0' 26' 0' 26' 0' 28' 0' 24' 3' KILN DRIED 28' 0' 28' .0' 28' BOT 26' 0' 26' 0' 26' 0' 26' 0' 28' 0' '25' 3' WEB MEMBERS 2X 4 NUMBER W8- WITH BLOW TOP MHO D SPLICE B-C M- 0 PLATE SIZE BOT CHOW SPLICE A-E NAX.SPAN PLATE SIZE 2s- 0 3X8 LOADIN6 (PSF) TOP LIVE 30.0 TOP DEAD 15.0 BOTTOM 10.0 TOTAL 55.0 3 SP HEEL PLATE PLATE SIZE MAX.SPAN 2.5X 8 28- 0 CAMBER SUGGESTED: 1/8' PER 8' OF TRUSS SCALE 0.375 1' 1 B. AP! £1 4 SPACING 2.0 ' O.C. TPI 78 DS6N GRIT. ALLOWABLE STRESS INC. 33 % CONNECTOR PRATES ARE 6 20 6A6E. EXCEPT AS SHOW MANUFACTURED FROM ASTM A 446 6R D A OR SETTEE. - L. INSTALL PLATES SYIOETRki....LY ON BOTH FACES OF JOINTS. EXCEPT AS SHOWN. AVOID KNOTS. WANE AND DISTOR, ` �AAIN. JOINTS TO BE HELD FIRMLY TOWNER UNTIL TEETH ARE ENS IN WOOD. (SEE TPL• QUALITY CONTROL MANUAL.) THIS DESIGN ASSIJtES CORDLDUB LATERAL BRACING ON CHORDS BY SHEATHING AND CEILDI6. EXCEPT AS SHOWN. BRACE BOTTOM CHORD AT INTERVALS OF i0'-0 OR LESS IF NO RIGID CEILING IS APPLIED. THIS DESIGN ONLY SHOWS STRUCTURAL BRACD6 REQUIRED FOR INDIVIDUAL TRSS.FOH PBNANENT AND TEIPOHARY SRACIN6. WHIM IS ALWAYS REQUIRED. COSILT BUILDD6 EN D&B OR ARCHITECT. REFER TO B IT: COiENTARY AND RECOI]DATIOS (TPI). ALL ODEHSIONS. LOAOIH6 AND BEARDS CONDITION TO BE CHECKED AND VERIFIED BY ENT.. AR9NITECT. OR B OG.OEFICIAL PRIOR TO FABRICATION. REACTION A -1383 TRUSS SYMMETRICAL ABOUT CENTER LINE EXCEPT AS SHOWN OZ/Z FORDS A-8 -2542 A-E. 2347 8-E -734 8-C -1811 C-E 831 DESIGNED BY CHECKED BY MYI DATE 1/20/82 ORW6. I A- 501142 -P S PLANNING BOARD AGENDA OF 401E '06 S Ve� Name of Owner /Applicant VMS M , Agekh Phone No. Address of Property, and /or Legal Description Wiet N . whe slo Nature of Request AOW e Present Zoning Area of Present Building Area with Proposed Addition Parking Spaces.Provided Parking Spaces Required Setbacks as per Code TeReglr SQ,CW it' fkilk pS % Setbacks _Provided 9� oo 14.4 -e Variances/ ghtuNO tS - SEI GAL eirsi Council Action Required Date of Applicant Notification Planning Board Action Council Action iami Jhores9jIlage F L OR ID A Mmveb ITEM NO. M%'W kr4. SilleZo Director of Building and Zoning