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PLANS
MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. PERMIT# 8316 Date February 20, 1s 67 Owner's Name and Address _Kay Crevlon No, 18 N.W. Street 100th.S . State work to be done and purpose of building (by floors)_ single family residence InstaLlati 82,000BTU Gas Furnace & (1) 3iTon A Unit and for no other purpose. •+abeft, Building X Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ $14Q0 Amount of Permit $ Zone cubage required- .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: 12 & 13 Block 26 Lot_ Street and Number where work is to be done 265 N. E. 9 2nd . S t r e e t The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub ecztracto ;�, on wog to be performed under this permit, as are licensed by Miami Shores Village. / / / e Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. J ss • Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. ` _ _ _______________ Date . � G) Read, Sworn to and Subscribed before me, Disapproved / ( Signed) G`"" Chairman Member Member Date Building Inspector AINCE, Inc. 19944 NW 2nd.Ave.Miami,Fla. Subdivision Miami Shores Sec. #1 PLANNING BOARD DATE 44 LI to me well known, Notary Public, State of Florida My Commission Expires Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 1 • • • // 3 1 /) /S 9 f/ (?‘ t ray G 9 00/4 r, e F ti: r \ ••-• 4r• - ••• • ...... ....,•41 , •• 10,e•- C (:,%. s e, ••••••••••■•. ; I ./ f t• ?.. 1)R. 111.01VIR 1 (ii 'sf • • 1 'A' 5*-;€/6 3 /St c! s I, ., ' ,',. ' "r ' 1 , — / i /1) i 0 (-- -‘ ' c AINC F . , I N C . flEAI !( ,?* AU? CQPILVIONING it.;914 N. W. 26Si m(dm), F fEL 621. e r eF'1"% 1.) lig.310(tiCE foR P 1 13 TO If I ii 6 • 5- i iti T Ili L 70 r oi? 10M • 4 L • • • V, it --, 4.• own., 1 4w:3 ■-.1 Y. . AI . 0 ,,,,. _ . ,,,,, 1 ■•■■• . . • 1 $11 • ~*•'tea +..q- t ..*.y,r- .x.c - -s. — ^ 0 4tio.t3N1.11 n o tRR ;s + t S?tiAS 44.9. ~ l -7 &_N 11. x!,-4 tietVt' rVis*o4. t?iIPoS CtVtl4NtlAkt, 1 _ liattk1Q 441K(4 P. , ' (p •4 $Svae ?.4q"k,l,14 k P At* 1 t L1 , \Vital Ki3eSp414e1t4. TF•Olca r .Pt.:■vpc, f1.4R644 4tt.4 r l'"T tAf. tt S I 4 4' Pu tit. 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C4 t l + k • I 0 t? . t•.....!:*,, .'. �s fi Pit/1)14411y, ut o.∎ jht to 64itt) S; r ele..t ; rt j a at�lr) ,t 1 • . 414,:•`, 1ge tc1Ht 411 or � ariFic 11 e of .r11 Gi ftl. , , 4 ' �. }' lndjr,stPr ,•��g{,I prrt,�j��r rt,! , lulAl jt2, f 'Serti r . �11� xli _ whether tar: 1�� *� et electrical e rc ' • ' �et t t( • fCaf rn4z , a Wilts] Ctr�• flaz+, rt vrw?�rc 8 all.,, roof ..i•L ti ,p`'yltii p STti,4pp¢ 141�154'�3A 4= '' ♦( ft• <lAt)4 2. ° SAT Apt. sz < 4'_o 1')f.^ii AT 4F�1ltA:4 Caul..' {rt,:.i' WV's - V0.0A1 1 Y i l t :.1\v ,. ft k t. IL L z a st 4 Catsit. elLt , e . a`' t 4 , 1 4 ,s6. It 04 t• .4. 4.4 / . 4 . 1 / 1 4 (441 1 3.� 40 r:vtr 4`4,t,pit* pig4,r tt toy ft, co.A0t.4 P) 4%;K peliktk$ 1' ? ) T oo" `)2a. ,.1t2E t ' 1A et 5FIOOr S °1-4-)%1 P1 RtillERT M. N 0 14 0I ARCHITECT MIAMI 5 PAL�NDY sr. FLORIDA .+fM�(y.+ R�t74.h•�"•KaY,s;EE{ -� ].s.rt2.wj�:+Yi,W.'As3 '"' - rl,t, � -.• . A J • wrM!wrrwM Y "S.Y'N i.-x' • Ny.•.s.y., ^r.w.v r44 - .zv:h .5,g 4' /A, 1. '4/1 t_ 4 ROOF TRUSS LAYOUT ;l TACT OR C y(:l'4EER _s :ECs( I_ISr f(R APPROVAL { GneralLiyout • stn _ 1 tci I Gycr Hines E ° Hcel Heights — � A i r � r, Conditioning 13Patifia Locations �- j Canti;ey r _ ° 4o,1ditiens 1 .oaring Nate' ._ _ W — 1 rac 3 .l' + . _ e thers __ -- -� r LEASE. RETURN FOR , RI_fFsrr.aErr�IcAT1cN ` — owns approved subject to buflocr t cuw+u�M tiling, plumbing, elescttic.al ar, tooing codes o,1 Mik torts Village: "The Architect and builder are char-seel led • knowledge of all building regulations whether os specifically indicated herein. All reinforced steel, strAfree kerning, plumbing, electrical, wiring and roof flashing 004 eM be soncealed before inspection. PERMIT, 110. - v. DRAW FILE NO. SHEET v I I OPTIONAL. 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" IN DADE COUNTY SUBSTITUTE NO. 1 SOUTHERN PINE OR 16O0f INDUSTRIAL FIR WHERE 2X 4 CONSTRUCTION FIR IS SPECI- FIED. EMPIRE R a O F T R U S S SPAN. MINIMUM GRADE OF LUMBER 26 -61 N0.1 5011RfJ P W E 2 1500 f" I I G RA 0 DE DOUGLAS FIR 23' -8" 1500"f"INDUSTRIAL GRADE NESTERU HEMLOCK 21' - 8" 12001"INDUSTRIAL GRADE DOUGLAS f12. 20' -8" 02 N IINDUSTRRIAL RADE WESTERIJ HEMLOCfi i CAMBER BOTTOM CHORD2, 1/4 x! u4 TRUSS SYMMETRICAL ABOUT t EXCEPT FOR BOTTOM CHORD SPLICE ONE PERMITTED) 4 NAILS PER I. st MAX. SPAN 2V-8" MAX.SPAN 20'-S• .FOR 3 "x 4" R, ILO" MINIMUM 3' -e" MAXIMUM ua 2 "3 WEB 2(4 MEN 5E23 1200 "f" INDUSTRIAL GRADE WE5 ERN HEMLOCK OR DOUGLA5FIQ 02 M0.2 SOUTHERN PINE 4 U1.1 L5 PER R. s" • e �' 111E /71 L 12 1 dl � 4 - .190.8 � ©� ♦194L •1301. ♦1941. 9 • ti 9 L/5 1/3 Li3 LOADING DIAGRAM SCALE* " =f -d 4NAIL5 PER SPLICE LINE 4' 5 LOADS D LELL TOP CHORD 45 psi D L BOTT CHORD 10 a s.E TOTAL LOAD 55 psi TRUSSES SPACED 2' -0'O.0 MAX a, 1 • 2,.4 WEB MEMBER C0N5T2UCTIOU WESTERN HEMLOCK OR DOUGLAS FIR OR N0. 2 SOUTHERN PINE 8' -7" 2-O" CL €AR WAN 2NA /LS PER 2. 2x4 12 2V-8' OUT TO OUT OF BEARING IQ HALF ELEVATION OF TRUSS SCALE: 11 =fd FORCE DIAGRAM SCALE: 1% 401 Cd -l0" /1" 5" /O" 6'2" Z 12001" INDUSTQI, L'BADE WESTERN M O 2 S0U I- OP P S F12 02 GEN ERAL NOS LUM Ea r E R; MIN : GRADES ARE 3 SHOWN OU THE ELEYATION. • CONNECTION PLATES: ARE "RONELL BAR5GRIP 1000 SERIES': 20 GAGE ALVANIL ED STEEL (UIILE55 0T6E2- WISE SHOWN) AS MANUFACTURED BY "ROWEL CORPORATION", — PLATES TO BE. INSTALLED OaSOTO FACES OF TRUSS. CONNECTI ONS: SAFE WORKING LOAD EQUAL 140E PER PLUG D E SIGN; ALLOWABLE WORKING STRESSES HAVE BEEU INCREASED 334 FOR SHORT TIME LOADING CONDITIONS: NAILS; TO BE 1 " L01.10 4 11 GAGE "SCOTCH" NAIL OR EQUAL. MAX. SPAN 2V-8" MAX. SPAN 25!-0" MAX SPAN 22'V 4 NAILS DEQ �. SPAN 2G' -8" APPROVED FOR RON% COW, 244 BEARING (BY OTHERS) RONEL Sa:6pnp SYSTEM RONEL CORPORATION 2'2 TO 12 TRUSS 5E/21E5 P1104 22:12 1255 BURLINGTON STREET OPALOCKA, NORMA TYPE 717 STRENGTH ECONOMY QUALITY DES*GNBR J B G NL A I'z 4- k D4.1*1*4 N0. 1I f9 /P . 24L� b , l a o • : d e o • - ego. �' f . 1 o 5.70,,, eee A 1 n 68 ,d . 6667* -` u 1 . _ , ` Y m A 1 4. P. //=2' /o-o //' 2' 32 =4' MAX .SPAN M /N /MU.'N GRADE OF LUMBER 33' -0• At/ SOUTHERN P /NE 31'- 4' /500 j' /NO. GRADE L UUGLAS P/R 2 a - 4' /500 / /Ya GRADE WESTERN HEMLOCK C4418&q BOTTOM 0 'a C O 4 0 5 SYMN/GTR /CAL ABOUT t EXCEPT /4)R BOTTOM CHORD SPL /CE (ONC PERM /TTED) Sr ,~t 254 MAX. 5PAN 33 =0' MAX SPAN .92=0" 2'r2 - BLOCK .5P[ /CC L /ANE 5 - o' 5' O' LOAD /NG DIAGRAM SCALD /0" 2X a' /2 2 2 2 - N'. 4 -_' MAX 6' -2 5' Cr" L >' -O S =d 5 -0 6' -2 h (\0 a 9' /'- 04f/AZ /'- /0'eyrx ,RC /NT A' —2r2 BLOC/f 3'- 0' iLfq.Y„gp��� 9 =4. SPL/CG L/ne (OPT/o'' BoTTOMCHORO Re {A'EB MEMBERS: /500 7 /ND GPADC DOUGLAS F/R OR WESTERN HEMLOCK OR /t:. / SOUTHERN P /NE //L 2" 32' - 4 CLEAR SPAN 33' -O OUT To OUT OF BEAR /NS mss. HALT ELEVATION OP TRUSS SCALE: LOADS: L.L. TOP CHORO - 45 PSf D L. BOTTOM 041OR0 - /0 P54 TOTAL L040 - 35 PSP TRUSSES SPACED 2'-0' O.C. ' MAX. `2 FORCE DIAGRAM SCALE: /'� /000 •` 6 =6' 2.4 BEAR /N6 /2. (BY OT//ER5) 0 C. DWG. P -3 1' -2' RONEL SY f /0' ,Y4(500N 33'-O' e' +f44.597N 26' SPY/CG L/NC 5 r 3,5' OVLPLAY le. WITH 4 AA/LS PGR ,2 ALTERNATE BOTTOM CHORD SPL ICE AT c/0/NT lA' SCALE: /2'- /' -O` - V AAA SPAN 33' -O' ' MAX SPAN 31'- O' a' MAx.. SPAN 29' -0' GENERAL NOTES UIiMBTE MINIMUM LUMBER GRADES ARE AS SHOWN ON THE ELEVATION. CONNECTIUI PLATES ARE RONEL BARBGRIP 1000 SERIES' 20 GAGE GALVANIZED STEEL AS MANUFACTURE; 88 - RONEL CORPONA0ION." PLATES TO BE INSTALLED ON BOTH FACES Of TRUSS JOINTS CONNECTIONS SAFE WORKING LOAD 170 PER PLUG, DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN INCREASED 33 FOR SHORT TIME LOADING CONDITIONS (W0810 ONLY) nNls: ARE Iw 5 it GAGE "SCOTCH' NAIL OR EQUAL RONEL CORPORATION 1255 RAwNCTON STREET OPA -IOCKA 1LORIDA STRENGTH ECONOMY QUALITY 2 z ro /2 TR(/SS SER /65 SECTION DROP ENO GABLE OQOP END GABLE BUILT UP SPECIAL END TQUSS NOTE: ALL RATE t.3 UNLESS OTHERWISE. GNOME All LUMBER 24 UALE93 0T1eamsa 44'm4. FULL BEARING THROUGHOUT BOTTOM CHORO. WE65 ?-O"! 04- RONEL CORPORATION 1253 BURLINGTON STREET OPA-tOCRA. FLORIDA RONEt borbprip SYSTEM STRENGTH ECONOMY QUALITY SPECIAL ENOS SPAN PITCH TYPE VARIABLE VAQIABLE APPROVED FOR RONE. CORP. CNKKEO 4� NO. DESIGNED J,8. SCME 717S "An DF FLA. 1 ` )098 DATE 9. 15 -�o2 SPLICE DETAIL FOQ TOP OQ BOTTOM CHORD SECTI SPECIAL ENO TQUSS DQOP END GABLE NOTE: ALL PLATE h9 UNLESS CYT4E2WISE SIOQATL All LUMBER 2c4 UNLESS OT1IEQVASE 0 1. FULL GEARING THROUGHOUT BOTTOM 01080. WEBS 7-0 O.C. SPLICE DETAIL FOR TOP OQ BOTTOM CNOQD APPROVED FOR RON& CORP. RONEL Ea.6yrip SYSTEM SPAN PITCH VARIABLE VARIABLE RONEL CORPORATION 1255 BURLINGTON STREET OPALGCKA. FLORIDA SPECIAL ENOS TY dri 717E1 s 01 FLA STRENGTH ECONOMY QUAUTY DE �OIRCQO J.O. 1.-1 SCAT! All 41 - )2 iuua8 ZG • 3' 6'(e) FiLLEZ(op/ -. �4L) 4to(3) ff 57:4ND4RD OVER1-14NG DET.4 /L a'6'M4X.(4) 1/ /2dNe /Ls 4 =o• idx..o) 5T4NO4R0 OSER1L4NG DET4 /L OYE.Q4/4NG SC4d 9EO 77! 70P GL/OQ.D. ?.4 re: STD. TRWY. .1/t/QQ /C4Ne CL/P /VOTE' (4) T /LE ROov coVER /NG (3)GR4VVL ROOF CO4ER/NG 2.4 1E46EQ CONNECTED 7• T/E 4EIM /s/P - S 2 2 =o• o. C.— (.Y ore/E27) 2-Sze DGEQ CONNECTED 70 Tie .BEAM "O"/ tese a rr o t/Eas3 • • / ?=o "44 /NTR!/dJJR4N D/ iWT// RL7URN. 04EQI/4NG :Y /TN •BTURN 5C4'33E0 70 MP C//04Q C. OWG. 13l74C /NG NOTtf' OM /r 4.9R4C /NG Y' /EN QC7t4QN /3 . I/E4T.VED OM /TaR4C /N• FOR 6=0 /ENdize4 or:Qt/44 w /2 -- 12 /2 /vo 7' ?.3 CONT. ,3R4C /NG JEE /Yore 4d0r4' + 5 / 2 ' NOTE :ezL Lu,WOER /5ooT' /ND. GR. DOVGL4SFIR OR VYECTERN /UEMLOCX OR No./ 3OUTNERN P /NE GENERAL NOTES: LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN. CONNECTION PLATES: ARE "RONEL BARBGRIP" 1 000 SERIES 20 GAUGE GALVANIZED STEEL AS MANUFACTURED BY RONEL CORPORATION." PLATES TO BE INSTALLED ON BOTH FACES OF TRUSS JOINTS. CONNECTIONS: SAFE WORKING LOAD 1 P.5.1. DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN INCREASED 35 .FOR SHORT TIME LOADING CONDITIONS. FABRICATION: FOR 1000 OR 2000 SERIES NAILLESS PLATES, JOINTS TO BE HELD TOGETHER FIRMLY IN PLACE UNTIL TEETH ARE EMBEDDED IN WOOD. NAILS: NAILS WHEN USED ARE I y.1 I GAUGE "SCOTCH" NAIL OR EQUAL. RONEL SYYO RONEL CORPORATION 6401 N. M. ME AVENUE MIAMI, FLORIDA OIVEQh'4N6 DE 7.4/L6 VAN PITON TYPE I N0. ore Amtov to P0E IONEL CON. K I E NO. PIO. IOGSsJ sYi.TE STRENGTH ECONOMY QUALITY DELONlO CKt UEN4P/ M .Y. 1.