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PLANSiami cSfores9ilLage FL o w so a, PLANNING BOARD AGENDA OFDE 1/V•Z ITEM NO. Jr Name of Owner /Applicant,. 2 '7 aed.r.r Phone No. 4`36 —079/_ Address of Property, and /or Legal Description /4.r/ 1/h ST Nature of Request d,O�,too 11 Drc !/osfee-- ,47.:9 64.9. r Present Zoning Area of Present Building Area with Proposed Addition Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code Setbacks Provided variances AEG. oZ Z$ Council Action Requi red Date of Applicant Notification Planning Board Action 4(4k 7*//474 Council Action rr rK V*),1 r Di'rector of Building and Zoning Planning & Zoning Board meeing Mr. Harrigan 260 NE 99 Street - 2 - December 10, 1992 Paint street numbers on the streets large enough to be seen from the air so streets could be identified. The tree canopy throughout the Village needs to be controlled. Mr. Benton stated that he and the Village Manager have been discussing the Hurricane Plan and that It will be updated. Public Comments Burt Riney 150 NE 95 Street Michael Maguire 260 NE 95 Street Congratulations to Mr. Benton for a Job well done in clearing the debris. Expressed his concern about a water surge and the removal of the chains from the alley ways. Ms. Gross 1051 NE 92 Street Stated that the tree canopy should be controlled. Stated that out of state volunteers should be assigned to public activities not the Country Club. Mr. Fernandez called a recess at 8:23 P.M. and reconvened at 8:28 P.M. 3. Request for approval of variance to permit fiberglass shingles. Robert Gross 1051 NE 92 Street Mr. Gross explained that the structure will not support a tile roof and is requesting a variance to install fiberglass shingles. After a discussion, Mr. Laubenthal moved to approve the variance pending the of a letter from a consulting structural engineer'." Mr. Forney seconded the motion and it passed unanimously. The Board Informed Mr. Gross that the approval of his variance by the Planning & Zoning Board must go before the Village Council for approval. October 12, 1992 Dear Mr. Lubien: Max Wolfe Sturman Architects, Inc. Mr. Frank Lubien Director of Building and Zoning City of Miami Shores 10050 NE 2nd Ave. Miami Shores, Fl 33138 RE: Gross Residence 1051 NE 92nd St Fl, 33138 A review of the wood span tables in the South Florida Building Code and calculations by our Consulting Structural Engineer indicate that the existing roof framing in the above mentioned residence will not support the additional load of a flat cement tile or clay barrel tile roof. If we can be of further assistance to you, please call our office at your convenience. Sincerel cur 4 T St an, Architect • 3300 Rice Street Suite 11 Coconut Grove Florida 33133 305 441 1171 December 17, 1992 LONSDALE ASSOCIATES CONSULTING ENGINEERS Mr. Frank Lubien Director of Building and Zoning City of Miami Shores 10050 N. E. 2 Avenue Miami Shores, Florida 33138 RE: Gross Residence 1051 N. E. 92 Street Miami Shores, Fl. 33138 Dear Mr. Lubien: This signed and sealed document verifies that I have reviewed the field inspection notes as certified and submitted to me by Max Wolfe Sturman, Architect concerning the existing roof framing conditions of the Gross residence. A review of the wood span tables in the South Florida Building Code and calculations by myself indicate that the existing roof framing in the above mentioned residence will not support the additional load of a flat cement tile or clay barrel tile roof. If we can be of further assistance to you, please call our office at your convenience. Sincerely, 152 1•4 _E. 168th Street NT. Miami Beach Florida 33162 i Present Zoning Area of Present Building Council Action Required hliami cShores F L 0 R I D A PLANNING BOARD AGENDA OF A199 M---- )O j* Vtgb ITEM NO. S Name of Owner/Applicant GAckt.01 s Pr 5IA VT Phone No. 1 " (1 Address of Property, and /or Legal Description 1051 N 91%, fit• Nature of Request {kPQROVAL TWO 510149 ON bN Q O Area with Proposed Addition Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code Setbacks Provided Variances /E 5'LC 1 04' ( (z) PLAC g AV" 01N1t- S104 MCZ Date of Applicant Notification Planning Board Action '''' 4116 Council Action ��P2) Director of Building and Zoning Section 2. That Sub - Paragraph (b)(2) of Section 504 of Article V of Miami Shores Village Ordinance No. 270, is hereby amended to read as follows: "(2) Signs advertising the sale of land or the sale, rental or lease of a building, not exceeding one- hundred twenty (120) souare inches in area and not exceeding one sign on any one plot. The sign shall be constructed of metal, plastic, wood or pressed wood and shall be fastened to a supporting mem- ber constructed of angle iron not exceeding one (1) inch by one (1) inch. The supporting mem- ber shall be driven into the ground to provide that the top of the face of such sign shall not be more than four (4) feet above the finished grade of the ground. All such signs shall be lettered professionally. Such sign shall be erected or placed so that its face is parallell to the front property line. Such sign shall not be erected or placed closer than ten (10) feet to the front property line unless the main part of the building or surrounding masonry wall is less than ten (10) feet from the front property line, in which case the sign may be placed in or upon a front or side door, window, elevation of the building or surrounding masonry wall. In addition, one sign not exceeding one - hundred twenty (120) square inches in area indicating that a building is open for inspec- tion may be displayed thereon at such times that a person in charge of such inspection is actually on the premises; also one sign not exceeding thirty - two (32) square feet in area may be displayed on a plot on which construction work is in progress, giving public warning, or displaying any of the following: Name of contractor, builder or architect for the work or materials used therein; provided that such sign is located not less than ten (10) feet from any front property line or at such less distance therefrom as may be necessitated by physical obstructions, and provided further that such sign shall be removed immediately on the com- pletion of the exterior of the building or on the completion of any construction work other than that of a building. No sign permitted by this paragraph shall be illuminated." aiami cShores9Ilage F L o R I D A a • • 3 t.N l jAw•l C ; Fi¢c ..U0'4 $ottc -Oc To c- Eat 7 •■• , lC, l�oTE: I>L rlt :c c:, . O F'••r B'.Ta ^.CN /cc cr..'. t.. M a t r - "ti :Cr- 1a74Ltcg_ 10.0" 'IS'1•. - '+•( 15' F 1.c wM Ext�'t Uq- M. €- - 93 /DO.O:` 12 CC ID _ 0 0 , t t • J '\ t t Ack 2 VcorJC •vgtx71p0036 HEA4. A - 1 ottxn S CONC- \VA L. QD PAvE P E sr Z4 1.44 L./ A4.7'42 AS gc4'1 ;' -0 f�icoca. wain w( Ioo Ioo.zB MCAS • IN5ukt SmmLL st i S/C SOLID MINIM RT —Y7tC1 OtTSIOC 01 .., • .`." tam MALL RESIST 300 US. . 1 •• •• SOLT AT ... t1TT!IOR ODORS 00 t CONTAIN tUSOCSm INSERT. ,4 •' •• ''' EOM OR MR DOORS man Sr • TRAM vrt3Tim • rltRTtjr1 r ow ACCLILIAMI v1TR mc'Qrrm • SIRSdTS Q/ZLTITSASS V r. POMO WEST 117PR044 MTSS .9' ex1a-t.N4 Ut•tcn.c„..4R e.LCc,: tC Se t: u c,c VC&try I.K M a!f _ 0 U. SRmOTS• UTERI= REIMS DrVR4131•191.3 • rmi ar mamas MED at Ills apo • EMI a MORO SCUMS. ESA • MOD C7TRT u1110•>. 1177 • — UNOTd1'T0 'SStirilt • talw, , . Lov ma memo - moos. 3E.1_ V t Ott E ZOLA -Z UPS. Pb- 39 PAG tOtr 5_ 1c.)'- t Uti %`t Fl gi I f { 4. (111 ?c F/CE - 100 RE 3565' /60,00 (<'(C. 1.3C0k6A1 14/ / 00 ,30' N1 671 5". _ r - iVE 9 57 3 /4 'Pi/ / 0 E I) I IL 9 r. ,OE 94 r 2 3 I FL i//4) FR {1 «If 31 Sr oP SECT 5, 7WP 53 , ,q6 4 1. OC/1 77 0 AI E 1 3o0' it/iM 5 R E/) T;'' C A./ T./5 / S(20K // 2F P/ kY1r3,VC RYCOA J// , CERT' r- / 77 N W6 11 ER 8Y c6.-A7r/Fr 7 7 4 7 " ()F :7(/R c;' 7// /- / 5 7 ' g /4' A ,/ 0 k" e /77/ '3E5 7 ./ ) r (-; / / () W / /1/ cr; C.‘c it/ TZ j4 DteeC r/ 0 Iv I r GO I. 0 ) V7 /9 550C /NC, ' : ,_ ' .. - ./. (14 ?,4/ P/2CF r4 71 07 / DRAWN BY: P IVIC- DATE' 4 , 4 ' T b vrriiiceF P 3K) g Air Vg it/o. ?0,9 ;..;E/2 FO I W I ENGINEERS DONAL MGINTOSH AND ASSOCIATES INC. PLANNERS , SURVEYORS 381 NORTHEAST 91 $t. STREET, MIAMI SHORES, FLORIDA 33138- (505) 754-0624 CHECKED 13Y: DATE: 4 • It 7 JOB NO. 4.5, 2/ 3 SCALE • SHEET OF a Ft • i \ s ' _ N N ft ‘ [ T 1 till " ‘-' ...ii.■ i ' .L.1.....,__;...._3_',.....`. L '., ; ..1 .., .!_1_, ' ■ % ..... '._ i i ',_`• ,.'.. __ _ _ 1_ . i _ b._ ,,... '.... ,.. .., , ' `, ' • r •-• F L 1 t.) ti t. [ 40 4 b Ott N 2- 9 IJ k \h\ — 11 h 6 7- - t, P`.1- r 1 :e 1‘.‘, t a t C% f:,;„ 0 - t> h 7t- - - r V-- CA A ‘ L 1 ■\ A II- & /2..‘" 1 1. 1 -• 4.-, '5., it A 'A I-L. ;.7 rt. • 1 .2.5h■ t..t.) 1 1. " • JL- I 'I- k '••• i\ t-C v‘ v A ..2j4 6.0 f- e it tart. k (V r •• I 2 A , Sot tt“ To.) J.‘ k..) 0 e4c:i p..14 ■-•\ \ - 6g t4 CA A S OA. , `,/ f: 4\ [)tf I:: I t 1' It CC _1- C. •k . • _ - •— .. • • - T. r-- /• •r .■■ N N. (_ > ( . 1- ." , 15 t. v' t . , I f 4 I , (2 0 t -/ . " _ '2 I • Tr N Ns. 24 i r:1 '2 ifr■ A • L ot-'.Y'( c, 4 • I 12. A "4 ft • 4 tAj A /4 • • y ?, t - A "l t•ko, L A. t$ 14' % A - (7) (> r . — A- t f.L. es, ( 1 . k ti t t " r e'• C.-•e-.•4 II j \) ell O.) -\ .-- ■ 6 ■ ,‹ 9. r •t '`''',) ,t -k') .„\ , y 2 _\ \ f t t ) 10 % ------ 1 s 1,1. 1 II • e - /00 . 5 '1 L 1/- /0?). :1 4! ) (- I C r+ 5 C - NC. — /-‘ c„,r A 1 rs, " / e.• t.../ 4' .1.0 S.. \ 0 t'A ) 1_`•:\ k I • • t 4 c c\ 0 N t. -ri 4 9 it C) 9„ z •• „4".. r l . 1' r .- rrfr J d Ci L _ y 0 . rl. "C €. � 1ti . t t 'S ? r> 1 /4 4 : " -,1T :1 • 10 � Itt6, k: =0 - tJ - Y 1 t. t _ C' _.. 1,02,0;•.A (S• - i. t - �' • ■ • t l T I6 4. 1-1 G i ' jof J, GENERAL �0'IES 1. ALL CCN*DIT10N$ AND JCb SITE SHALL LS VERIFIED O:1 MC JOh 2. ALL D1YENSIONS SN.ALL BE VERIFIED OV T E JOB AND GENERAL CONTRACTORS SHALL BE RESPONSIBLE FOR SA2•E, 3. ALL A4r SHALL s£ IN KEEPING WITH BEST GENERAL PRACtICE. ALL • MATERIAL 6 k03►YANSHIP SHALL SE GUARANTEED FOR ONE YEAR AFTER COMPLETIONS ?PAL CERTIFICATE CF OCCL'FANCY. 6. f-(7 t -t 'r - J9 4 Jk 1 '. ■ 4. ALL S■CRK SHALL BE IN KEEPING WITH THE SOUTH FLORIDA BUILDING CODS ix : 7ftD by GAD CCUVLY. S. FF_3N1'TS. C ONTRAC T OR SHALL FRC�'UR.S AND PAY FOR ALL YE$ l IS, TT27. LIGHTS, PC IE TOILETS, LIABILITY INSURANCE AND PAY FOR ALE. DEPOSITS REQUIRED. DEPOSITS TO BE CHANSED TO CkNER'S \A1✓$ AT CUM• . PLETIO*1 CF JCS. CONTRACTOR S'rALL PROTECT HIMSELF AND CNNER FROM_ ANY AND AL C U WORK2'AN'S COMPENSATION ACIS OR PERSONAL 1"1JL'RY CR DEA ET 6. CHANCES, ANY CHANGES MADE BY THE OWNER CAUSING AN EXTRA TO ORIGINAL CONiRA(.:T, MUST BE AGREED ON AS TO PRICE AND SIGNED BY OWNER BEtOR$ wO3K IS DONE. OWNER TO FAY DIFFERENCE IF ITEMS COST M:ORS THAN ALIO'fr ANCE AND RECEIVE CREDIT IF COST IS LESS.'. 7, AL CON'1 ?AC?CRS SHALL FlRNISH OWNER WITH 1yRCOF CF 1NSLTtl1NCE-•u0R1t1'a!'3 CGNP, ri'BLIC LLAb1LITY 5 THEFT, FIRE 6 CONFREHENSIVE- -AND A CON.PLETS. RELEASE CF LIEU. \ R. EACH CONTRACTCR SHALL LEAVE JCB SITE BROOM CLE.0 -- ALL BOXES. CARTONS, ETC. SHALL BE R!YCvED BY THE CONTRACTOR USING SAMS. AIL VEChTATIOV SHALL BE REMOVED AT BUILDING LIMITS. 9. MASONRY. ALL CONCRETE SHALL BE 2500 P.S.I. CONCRETE AT 28 DAYS. REINFCTCLNC, SHALL BE AS SHC'WN. CONCRETE BLOCK SHALL BE 8" x 8" x 16" - SET TRUE AND PLUMS IN FULL BED CF MORTAR. MORTAR SHALL BE 1 PART CEMENT. 3 FARTS SAND.' 2 PARTS MORTAR M1)1-•Tr10ROUGHLY MIXED MIN SdC KATERFROCFIN3 C3 EQUAL. 1Q. CARPENTRY. AIL STUDS ETC. STALL BE 32 CCU!. L.L.Y.P. NO 1:ARPED Od Zn�FsfD L,LY!. SHALL BE USED. ALL LA1!5ER AC,l11NST MASONRY SHALL BE • PRESSURE TREATED. ALL W1NDC'iS SHALL EE ALUMINUM AWNING TYKE. 1S• T*_'RIOR DOORS SHALL B6 FLUSH HCLLCH CORE FANELLI) DOOR CF BIRCH WOOD UNLESS OTHERWISE SPECIFIED. 11. TILE WCRK 5 ACCESSORIES* !ATH ROOM FLOOR SHALL HAVE CERAMIC TILE AND '{PE '4AI.LS S }.ALL HAVE DIALED WHITE MARBLE SILLS. PROVIDE AND I. S'fAfL A CCMPLE"TE SET CF CHAOB:E PLATED ACCESSORIES CR AS SELECTED BY THE GiNER. SSE FINISH SCHEDULE. 12. STTCCC' S PLASTER. STUCCO S! -.ALL BE TWO CCATS AND S /8" THICK AND THE FIRST COAT S }'A BE )KATE?/ROOFED. THE LATH ROOM WALLS SHALL BE TROWEL. ED TO A SMOOTH PAID FINISH '11"i KFEN'S C2 <'1'ENT OR EQUAL. ALL LATH SHAW.`: BE GYFSUsa. 13. ALL SURFACES SHALL BE FAINTED. CUTSIDh T_CCO -- 1 COAT $EAL13,'2 COATS P.V.A. OUTSIDE ' ;O00 -• 2 CCATS OIL °.A$8 EXAN.EL OUTSIDE METAL -• 1 CCAT LEAD FR11'ER, 2 COATS OIL ENAMEL INS1D5 PLASTER -• 2 CCATS ACRILIC INSIDE ';O.D -- 2 CCATS OIL RASE E AY L ALL '4INYC'4S, ALL GRACES SHALL IS CAULKED HMI A ELASTIC CAtLFING -0 OR EQUAL. ' I. DOORS, ALL EXTERIOR DCOAS SHALL 28 1 3/4" SCLID WE. ALL 1ST!!ECR DOOM SHALL BE 1 3/8" SOLID CORE. DOORS SHALL B4 CIER+BLI EACH 1-11DE WITHOUT 1EY- -FiC•M OUTS1D£ W1TH FEY ONLY-- 2:EYED 10 OWNERS' SRECIFICJ1t103.- LC•ClS S;i%IL RESIST 300 LBS. APPLIED IV ANY DIR CTICN. FRCV1L3 DEAD ` BCLT AT ALL EXTERIOR DCC +RS WITH 1" THROW. DEAD BCLT TO BE HARDENED C3 CONTAIN HARDENED INSERT.' . LOCKS ON SUCH DOORS h"HERE REQUIRED, TO BE INTRUSION 5 BURGLAR RESISTANT SHALL :WITHSTAND A MIN1IUM FC3CE OF 300 LBS. IN ANY ?}1:OVABLE DIRECTION IN ACCCF.::A"CE WITH ACCEPTED RESISTANT STANDARDS. LOCK AREA TO MAINTAIN STRENGTH EFFECTIVENESS AS MAN' FACT3ED BY FAN.APERICA:i YODEL JFA9•1 FORCED ENTRY APPROVAL CS9389 •b NIL. x4465. • 15. WINDOWS. EXTERIOR WINDOWS SHALL HAVE INSIDE LOCKING DEVICES CALMS: OF WITHSTANDING A FORCE CF 150 LBS. IN ANY CURABLE DIRECTION WITH NO REMOVABLE HINGES OR PINS AND TO BE CF 1NTERLOCSIVG STUD TYKE 5 SHALL HAVE NO E:XIOSED SCREWS. FAN- A. "'EiICAN MODEL 8FA 3 •1 TYKE ATV. MTL. 39$G 5 FORCED ENTRY APPROVAL 019389 -F. 16. LANTDSCAPIN; snit!. BE A SEPARATE CONTRACT. FINISH GRADE SHALL 5$ ESTAbJ•_= LISTED 3Y C'eNE..R ABD PREMISES SHALL BE LEFT RATED AND FOR LAND - SCAPING. 1 t. • it t../N -I' .._ 4_:11. '''? : i f t.6 �✓ 6, ,,r . '1 t7 cA r" iCot ■1441,A4f. oa4 WA# t,JCa4 Svc k- 1 %'cI - rtiJ& AA �3 :t . ,t14, 1) iPr y. :• . /i ret i4 t ; 111 f414N0 Itat /t . PA./ 4: r 044 edAic r <np)4. U ai 7,1 SCAL[ DRAWN SY//if. ,, i IV at vista cc o/ bvc. /I �, =2✓, OATK APPROVED BY DRAWING NUM9ER 1 e1/ M5-2 i i3.� ok6 /Ca 00 `o o .9 Cs S CT — 1 /? "F /PE Cl IL; ME ( t0' .3 ?_ 3 \ C� P law 100.00' R�' C:- W/3 Lk 7 /00. ,30' /146W 5. + � r x —. — �' x x X x f S e , C� =Q 'r O; O; 1 .1 \(. ALL 1 ? ' P'f 3 Cr) ! ., L1♦ . ( \1 1C ;, - E T - L 5O)l E . 1''. 20 i2,,c cY,UTL Y 5t/R I,/F YE V J,1/O .{ ARE RELAT E i0 HE i')13 UATIO?2At (EODETIC VERHCP.I- DATUM. O.N. 3023? RE \JE' F ix< fl, 1g1` a,A/ 1 95 a ,V£ )4 N 33 °° 3r 3 (� Nom' 9? yo 31: 5EC T7aAl 5, 1 - W io 53 , RG g 4 2' A L OC'C1 r /cw 5 < E TC H 5C4 sg00' � R4 CT El VI &El f= C oji r 2 N£ 3-3 sr M/4l141 $ /OR«5 _ D//D E 1C /,V6 ro Pl4'r 80C/< 39 // OF T /E 1- R COHOS OP1)4t) 'O?)AJrr /=Z /'. CERTII-/C/ [ /(A/ wE ccRr /1= r THAT rN6 ArT,9c // o dsKgTrf/ Ur- SJR/gYO / ,�7� OW:" V/-SC,R/86U P 'o °c e r Y /5 7, ,4,(/) (' o/l ee c r i r,q : g5 r' >F' (-vie A', /9,VO /e7; 4,5 411TH D / , e(' r C r /O,! 0OAI'/I IC W' MC a/70# /2 ZOC, /NC, IMi 16 5 W. Leilv PR .5•/0(.5 r 1 / P /2C• LA AJD ;JJ2 (B YO r No. ?0•9 4 rh c F o4 „ Ivor M4/0 /1 5EA' L / D a � - 2/ DONALD W - MCIMNTOSH AND ASSOC(ATES INC. ENGINEERS PLANNERS SURVE 581 NORTHEAST 9117. STREET, MIAMI SHORES, FLORIDA 33138- (309) 754 -0624' DRAWN 8Y: RMC. DATE' CHECKED 8Y: td DATE: 4 ' 11.1) /,, l' :2 r SHEET OF 0 A4 �- TRUSSES MUST NOT BEAR ON ANY INTERIOR WALL OR PARTITION UNLESS DESIGNED FOR SAME. EX- TEND ANCHORS OVER TOP CHORD. PLATE? FLUSH WITH INSIDE WALL. DETAIL SCALE 3/4" 1' O" r IN DADS COUNTY SUBSTITUTE NO. I SOUTHERN PINE OR 1500f INDUSTRIAL FIR WHERE 2 X 4 CONSTRUCTION FIR IS SPECI- FIED. ROOF TRUSS _J, • - 1 to = ROOF TRUSS LAYOUT r-). \ \/. A � ' i iii fIOI1 11 � i jt ..ALL DIMENS;C 4S•. OVEttttANGS, FINN, Etc. -40 (3E CHECKED • 13EFO lE Uf4RiiiM) i ris YOUR RESP±)r IL'iLIT f0 CHECKS OUR MUSS I'1 FOR ()R( YGA I_L CO Sr tjt:ril'N ' THOIJ1 `31UllFFING, lx)pf rR;lc rO PROVIDE 2 X 4 CalfINUOUs fER ;AL utiAcING ALONG rOPOF - f P ` INN, :311r r or to EXc€E) IU - t) 4 • t', - , „ D© NOT CUT OR ALTER TRUSSES l M11I1I I aA►1;1 1 11, 1 X. will not honor claims or back charges unless authorized by our office MODEL <<T. 0IAI-4( E� LjFY' J - ry%''. ISSUED stimEr DRAWN FILE NO. ► 1.11 • i; I 0 ( ♦ �.5�' -• �� ��t r— �. . 1 maTES 1) CONTINUOUS BOTTOM CHORD BEARING IS RI;0UIRFD. 2) TOP AND BOTTOM CHORDS ARE 2x4 No. 2 DRY S . P. OR D.t';'I'TER 3) ALL VERTICALS ARE 2x4 No. 3 DRY S.P. OR IIFTTER. 4) THIS DRAWINQ MAY BE USED FOR PITCHES IAWER THAN SHOWN. 5) BOTTOM CHORD MUST BE ANCHORED AT 2'— 0" O.C. 6) ALL VERTICAL WEBS, WHICH REQUIRE BRACING IN ACCORDANCE WITH THE NOTE BEI�CA�f, MUST ILhVE A 2x4 BRACE NAlIED TO THE 1y" EDGE OF VERTICAL WITH 10d NAILS B" 0.C. OR OTHER ACCFVrABL.E METHOD. 2x4 BRACE VERTICAL WEB " 'BM LINO REQUIRED FOR GABLE END UP TO 35' ABOVE GROUND. a'DRACING REQUIRED FOR GABLE END FROM 15' TO 35' ABOVE GROUND. 'BRACING REQUIRED FOR GABLE END FROM 25' TO 35' ABOVE GROUND. )x6 )x6 3252 3252 JOINT 1 DETAILS 3x0 3282 Tr„■waLRonal 1111/ we forrrW Irom 1A and 20 C►u a ()Hide A, hot- dipped pAlranized 111*I, Pelee u e!I L ►rpl'ed to both locos of Vote it each Iolnl. When dlrn►ntlore an not shown, piece pleli C , mmstrkal'y about joint. wean no lhealhlno ,o looked directly to lop chord,, Itte thrall G6. braced 6.i In.crre'a not sreswing 3' -0", Where no rigid ulInoG Is appl!a4 dlrect'y to bottom ohords, Iray 0'6.11 to ta►ced sl Inlenale not siceeotno 10'-0 All ►ddillor:al l r, ,I br►olnp ep►cllled on role 11 for D ►clog irdl'v m lduel truss ember, only. Alt permarent bracIng lot Ire ()SUCH AIrUCIun Is to too prc.,ded ty de►Ipnat of co siruclure. Tru,Wel•Roral Deus no rupon,IDIUI lor the ,recllon of ru„ a. Portions arecllnp INIIca are cautioned to lank prof, ;Iona] edrla reI►rdinq lamporary archon bowing which la aleaya required to prevent loppllnI end "dcmInoinp thhre role his tech d.,.v to nor set applicable pror',iIone 01 tta "Nelloral Gallon EpecIlIcellona for DlraU► -0rsde Lurni.r and Ito Wining a" (NP PA) end "D,Nppn Spee,llcallono fog Light Motel PICA Connected wood Tm .Ses' ITPlI, CuflIng end PabrIc►llon ah,all go scoompllst using equipment whbh *III praouc, snug IIUInp Ioinl, and pprate,. Care should to siec teed it all Ilan lo Avoid damns IArouoh ne cars' sac handling of ,no d.jt1r unloadlnI, Coring and arallon, 4x4 40377 JOltrr 2 3x5 TYPICAL TOP CHORD SPLICE rl to 1- 5x5 3x5 4852 3252 TYPICAL BOTTOM CHORD SPLICE 12 3.0 ✓ JT3 40' TO 44' JT4 1.5x3 0830 JOINT 3 1.5x3 0030 JOINT 4 (� 08530 .4 1111 . DROPPED GABLE DETAIL f JT2 24" TYp( JT4 JT1 LIVE LOAD DEAD LOAD . CEILING 1, L. CEILING D. L JT4 3.0 12 JT3 36' TO 40' 12 3.0 32' TO 36' JT3 JT3 28' — 32' 24'1 �TYP, 24' TO 20' J'r 3 24'x, TYP. a—•— 1f YP. 33 . 3 % Atlor.ble Unl l urn Ir.oreaoe lot Snort Totrn Loeding ACC 4'I FY JT2 JT2 *f* * * 1j JT2 Y 12 J'r JT3 �4" ITYPJ 1 , 12' TO 16' 4"L rYPf UP TO 12 4" lTY 16' TO 20' 12 3.0 T1 JT3 20' TO 24' ;1767170 EPTH II''C 3.0 44'— 0' 61,771 `T 1 ChECCED sr J.W.V. J,w.V 111140 JT2 1_ " 'TYP J01 CCYE GABLE END L>E•1'AIIS E►A CItI OAT 2 -8 -1 44443 GABLE END [.NAILS a C C1S! SEL.STR.SJUTH. 71. S:I!'T;1EE:1 I '. OCR F:'SOJTA F.�d1 IO LE:ICI: ..JL' iiri. I:L'Iihl r. a s`SUT1l :C;I NOTE: WEB member southern pine. CAMBER: 1/8" per 8' -0" of truss span. SPACING: 2'-0" o. c. max. HEEL PLATE PLATE SIZE MAX. SPAN 3x11 31' -6" 3x10 30' -9" 3x9 27'-9" 3x8 24'-8" * 2x3 or 1x4 continuos bracing (omit for spans under 22' -0 ") 15 PSF 30 PsF 10 PsF 55 PSF DEAD ROOF ' LIVE LOAD DEAD CEILG TOTAL 33 %UNIT STRESS INCREASE AIR DPIED. TOP DOrTOM •JO' 3" 33'11" •29' 0" 33'II" 29' 3' 20' T" 25' 0" 23' I" 33'11" 30'11" 30 1 I" 20' 5" 2x4 #3 HILII DPIED ' TOP DOTTOM •33'II" 33'11" 429' 9" ,30'11" •70' I" 00'11 "• 20' 6" 73'11" 21' 3" 30'11" 25' 2" 30' &' MONEX COIZ Or Al 1ON 351 N.B. 185 St. N. Miami Beach, Fla. 33162 CONNECTOR PLAT ES ARE MONE% IR I TYPE MANUFACTURED BY MONEX CORPORATION F ROM )0 GAUGE (UNLESS OTHER. WISE SHOWN( GALVANIZED STEEL. BRACINOS• THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING l WHICH IS At • WAYS REOUIPEDI CONSULT BUILDING ENGINEER OR ARCHITECT, PLATE SIZE 5x8 w /blk ,5x6 w /blk 4x6 pprovcd for MONE:X 13658 FLA. Re'. Enq, No State L'MAX.= 31' -6" SPLICE PLATE DESIGNCD M.Y.I. CHECKED M.Y.I. LORlo.� / ,-- RUSS SYMMETRICAL @ C.L. )3653 / XCEPT AS SHOWN. MAX. SPAN 31'-6" 27' -9" 23' --10" SCALE N.T.S 12 3 k DATE 5/14/74 PLATES APE TO BE INSTALLED OV BOTN FACES OR )OI'11S, SYM•.+ETR'CALLY (UNLESS TTI EPWISE SPECIt IED BY DII.IEN. SIONS) AVOIDING KNOTS A JO DISTORTED C RAIN !0•NTS 10 BE FIELD FIRMLY TOGETHER UNTIL TEETH \•E EMBF ODE) IN THE •000. DESIGN STANDARDS CONFORM WITH NATICNAL DESIGN SPEC(. FICATIONS FOR STRESS GRADE LUMBER AND ITS FASTEN TYPE HOWE { - ' " ' 1 L/16 [3x7 PL1 3 • SPAN 31'-6' DRAWING NO. R- •3022 --P c Lt r PITCH 3:1.? 5x4 PL r 7' MONEX 4. t I' A. 1 • f / _ I' Al et- • • , or •Vo ',woo .1,1 II, or oon • 5 '• 2) k t, , • $ $,t, Ak - 41er!sit , i LLI'vc • Iet.e,--tt ---- - 7 . 4- Vt-%t * ( 6.7,1 - Ct A46 ae)uv,V.V - (.> r•-.A CC- -t I\ 1,-c 1...Lv tsA p ‘sri. • c.Al-C. (` 'Ltd. -- iN• I .- 0 ____ • ... . . _ 11 0 V. ‘-‘ G ‹.3 !..__ - T • .7 7 a r L e i . E a . e_y_tV_II I lt° vt C4 ro r-4 i t'. 11/ str/t.te.!... 'I° isA,(1.1,1.A Otk f.T. 6boat..) t\o‘!) Sktsfl yLii. c:Take It \PO-( k 0% coe. o Vc.v.t1,6i*-1 v4 k 4 S ece-, w . \ - 00 t•-1. t, .ro <ow' ?E to A. I / \\I I ti4 Akio to 6oit- Vol?. 04 tta 1Si-YV.vC;; t\kt c‘V.,t)- '2 '(o■ NU..._,„(11214?-e.A5.,. 0,t. A pt. t f-so ylt L9) vA-( I-1 tt - 1.5e)c) (P.5 t r it■Ast-k. V\A`JE,- h .;1.%oo - ft\ f‘t■ te.stk. Ai) 0(2.te.se:A) ko•it-s3. Ite„ \\cit,di 4t 'telt, - VC) 1 6G' A 9% 4."t) Ak%v Lu.' . A '6 • tsoe.. ./opt.? 1.5 vssor.kr. e,tok34) &Too t? iVr v.€7. Sou. Go‘o; kr 1014 fouttp -ft+ ter -rot coksrpti,,,ve,-Cie-sti ■.1c6.A 6 " 1-40= ) T t-lc,-ce..•v\ i1/4 6- 4' t e-btAr:,,t/- •1/ (rl '51 tr. 1' r- - 7:2 • C..." 4 I t [ 0 L.) A L ( .34,\tt cet 0 t-N t A t.. ou4r.> 1 tr . A.', • L't e.> ?L t.) ( 6,1 c-, Pio Asp.? Lt/20k \ t-k6(ISF! -A-%■( v-30 - c,e),os?. tv-kt) •k 6 C 4 d sL-L. r17't - V ° t 4 f2 buit'1/4 • %• *IL If. 60 tk -re„ -1*(2Q. •tv„L„. ■,,k) ivJ OP ta-- n\c\ k-t rt; 5 tk _ - Cf<lk oCe. < • VAN , • ..,t ,t,t (.4 c•C4(... Vacs var, - 1-, V- tx # 4 r \\J \J N t,„\ t;f t. • - - Tr 7 -) Gbet 1 (a 7.39 k e• /. # F -7. - -,t- qot.tv rIct, co- - \ t e ) 1.‘ C'oint4<- f (;) L\ 1.›. ( 2i ‘ --n-VCO'f%k r•ttq‘S • 04C•• 014 Gest4 cs. F?t f rs. t4LA _ 0 Lt ■V rt o ■ki t•• () •?./; 4" (..) r t4, ▪ 1 1A 4 r. A - •4t 3 4,0 'A >. 3 e.. ri.ovev,t or-A IA NI. ti 00 L. ‘AC%ut., e-- "TS 1-1N-ec--\t r4 f ) CF - e 61--(/ T ak- - 1 .O rr r 51/,. e4 v I , e ire f tA fc.■ , -- ;<'• 5- lO'c, (•, 4 - t- 0 ' • 0 tiN "3 r ky_ to '1 J 104 4 I - - - `* MS' 6 c",..<01-■ -r •x;. ?;' \J t■r :ed et' ,c7 • r 9 e - t .o d. te-A a$ r-A. c.) r - 4,N. - --------------- -- ; • r \ - 0 Al. 1 • _13 t ' <•••Otle- /OD 0:5 T? pX 1 A- :4 t-A -; ...-- - ..._, Le;./__ is t_ WI tre 12 .L \,, ,...-.. c IN 1 •1_4- " - - \c<•••/.. %t-tcy < `-rIlev) Uto,■) 1/41- N C)t s.2. .e..ct. MEcv? . - • g s - 1 14 2. 1 ', 7 1 . ..1.- -4•61. $1 14 : / 3.0 ■ ;'P \q g, t - T..; 4' '3 S 1 2r ■. )(.1.ar'f . In • • • ' stIrML "tl it 1. ALL COVItIon VO JCS Int Srau. S rtiaruio go ritt •• . 1. ALL OW1 SMALL RI TTRIII/D Ca TM JCP toe =ARAL COMACIVAII j.r• .•.k SMALL PI fish:mint FOR lAkt. • % Alt WAR SHALL Et IN P1IP190 %gra MST GENERAL tbACTItf. A1.1.• ... . FATIAM 1 i.obrrAwdmIr SHALL DS ClARAVIELD 101 Oat ItAl Anil •,- ------e ,.. ., • Cal-crU11011 1 11!:AL URTUICAtt Oa OCCSIANCt. • . . • ' 1. ALL Witt SHALL BE IN �U IN3 win. rAt sorra fulausA III11.111/.3 me • - 4 . /3 It DADt Count. J ... • • . ... ' 1 ruvisle torructot SHALL PROI.X kro PAT fC11 ALL rivals', mt. ', • ' 7 • LI ac. map, lir/. tOILEIS, LIABILITY InultAAI AKE ?Al' IA Au. - .7 .. 1 virosirs nramo. DEPOSITS TO Ad CELV+SED TO OwN11.1 MI At C(*Ss ....;. ' tlilloa of Jct. COnMerolt SHALL PEOTECT HIrSELI Ale OMR !RCM . - ANY A. ALL CIAIMS tr..t.ca vo•KrAtes aryins•tio. Acis 011 raSomf. - •,'" - 1.711Y Cl DUO, ITC. • 0 40 TYA•CESI Alt cAA:fc.s1 ?ADC )Y DI CAMS CAUSINO AN EXTLI TO Ca I01 HAL ' . Cr45VITCACt, rust at At.P.IED Oa As to tcz AvD SIGr.L.0 $2 omit 111.10 WAX 11 Dot. cwitit TO tlif Olf antic/ 11110 Kit )10/4 trila LUC* • Ant AV PIct cAlVir If COST 13 USI, Y'r.rt AU. corTmoicia, SMALL marls., mail% N1111 'row Of INSORAPCC-wonturc racy, FilLTC1TASILIT/ Mfr. IDA 1 ccrtrnxtrsra-vro • comirs . 1r1LA51 or nu -• Uri Con P,Actc3 SHALL LEAVS JCR SITS mall Mat - ALL *An, • telarbTlf: M bt RD‘1 sr rxe oorructot v11203 • ALL rtCttAtIO, SMALL 11 REPOVED At P1111011 LENTS. , PASO:Rt. AU commit SHAU. SS 1300 f.S.T. COMMITS At 21 Dart. SHALL El AS slime. oKnit REAR PULL at $ . $ •• toe, 1St T1!L1 AND PUY' IP fat 1111) Of POPTAR. POETAR SHAU. bt 1 Mt • CEKErr. 3 1LIIS 3E 1 !WS NORIA' M11--TVOSOUCAlt SEXED SIN SAO :i • MATILt100,1110 OS ." ' . missy)/ rum's,. ALL wiroors sHALL et Awrisyn AvAuft rat. IP- i , 1 T11100 DOOPS SliAll. ES rtusx Rollo/ Colti trzi.iD DOM Of ma woco •-, to, ataro-Tiar. ALL 31101 SIC. SHALL * DI CCP. L.L.Y.t. PO warm co %MISS arisAhtst snc ty to. ttfreITYTAT'ISER SHALL MC USED. ALL LA.1 AGAINST PASOhlt S}IAU. 11 ' ...1 13. TILE wilt! t AcstsscRiss • BAll co A noon MAIL MY1 c11.01C 7114 - RV fit \AILS 1LAEL tutzED molt Mmll siL13. nyv wit A/0 IN . - ' : STAU. A Ct.'TLETE SET Cl Of Cratota PLATED act's:calla oa AS 31.LACTia It • • . TM oraw. sst f smile SomooLt. .. . • '.. SE 1,2. STLICCO 1 PIASTER t srucCO SRAU. bt TVO COATS /01) vs" MCI API) vat b :, . Itiarear st turs.s.rftoorsD. rKt Usti iloas WALLS sttAIL ft TPOWSIO .#•• VP ro a ri vocal' war) 'instil irint IMO'S Wan Oa 3 ALL urm full. 4 l 1 • . me cTrsur. . 13.. A.u. soarAas SMALL It fAI,TED. lUrcrt.cco - t COAT' ALER, 1 tars P.T.A. ,..4 I :.-1. . Au, vIRDA Alt. CRACE3 SHALL SS CALVED with A MASTIC (ALUM 0111 • . ,,,, ce twid. orrsiot vOtil -• 2 CCM OIL LASS CHAPEL ., n' • • . .-... . Intric rums -. 1 COATS ACPIL.TE / • OcrsuS ri --. 1 COAT U.AD mai. 2 �9 011. usysi _ . • irsiot so,o -- 2 CcvatS oft WC Imr11. . I .,. 1 • V. t•acras I ALL uss_AtoA DOORS slim bt 1 314- Soil!) CoAt. ALL TATUM* 4 , 9 . -. 156.C.K3 SHAM n 1 3/6- SOLID Cott. 00oAs sRALL et (limn/ !Ikon lAstOt ki . virmArr IST-TEL4 0111106 win4 fit ONLI-rino TO OWNERS' SFECUICA11010. . U'3 AU. RESIST 300 LDS. APPLIED 10 ANY DLPICTICP. PROMS DEAD _I ,. • bat At ALL EXTERIOR OCc63 witIl lo mew. MAO BOLT to IS HA.R.DENED ;..., ' ',/ Ca OZOTAIS HARDiSE/1 INSERT. ticks ex strut DOORS wYEItt REQUIRED. TO SS 1Mtr3tQ 1 SUPCIA1 PisistAlft srAtt. WITHSTAND A PINI1114 !TAOS Of 300 L. IS AFT REPOPAELS DIRECTION 10 ACCC?..%1' CIT 4110 ACCI 'TED EES I S fin STANDARDS. tact AREA T ?t,1 TAO • • rtitygsral artouvirEss Al PANITACIVRED t&a-AtERICAS t1/413.1., ttA3-1 IT/6�M ERTIt lltEQVAL 043369-1 N11.8 a - 4., • 1.11. yrootesi IMMO. VINDOWS SHALL RATS Lilithi LoatIAO iv1cu CAtARUI •• tflarit3tA) A rota Cir 130 111.1. II &Yr °MAWS AMMO'S ant / • RETNNATIE 1TPIES OR I'M AND TO SE Of INTERIEKPIPO STIRS TIPS 6 SMALL PATS NO Efrosst scA.Asi. tAll-APERIGUI moat In 3-1 Mt ay. Ka. me 1 14 ttikaa taTal A/t3OYA3. F633111-e. IS. lAntSCATT. $441.1 it A StraJtAla 0:73TAACt• r131311 OAP* SAML MI 11314166 • l IatUas Ai. mama MUD ot tart kuu or. wool uaor. . • t :". • • lc kf,.(EA . 0 T e9 `E. ‘.) r2_ IA r-A, s ()Y.... t 9 ‘ 6 11 <>v5.c.„ iov.1 & 5 5 gl`Nt-Vif.: - •C) • Got .) 't• t r_.( NO. t 86 A 4 X 36