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37 NE 101 St (2)raffic Code: . BICYCLES rmitting violation; application. or any person to do any act forbidden article. guardian of a juvenile ward shall senile or juvenile ward to violate any -r a bicycle is operated upon any r the exclusive use of bicycles, subject 4 on the street all beltranted �l -Pof) duties applic tb e the driver of a al sections of is article and except as y their nature ave c t t 17 ' \ 7gr 9.* 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 Villag3, 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 o; Mot. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address____ G.__G ' __ �o .S No. 2 Registered Architect and /or Engineer Name and address of licensed contractor ENV / [- /FE 77.414 "9". si/ Location and legal description of lot to be built on: Lot__ .1-g- Block // Subdivision "PI , Street and Number where work is to be done 3_7 JV State work to be done and purpose of building (by floors)_ • /_A/5 5.5c�t6 New Building Remodeling Addition To be constructed of_______/94-04 Kind of foundation STATE OF FLORIDA, COUNTY OF DADE. j ss. Permit No Date Disapproved Date (Signed) Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT and for no other purpose. ea Afe Data / r 19 .57 4 Sis!d.�E SEAT / - Repairs No. of Stories ( y c.u.•�r Roof Covering Estimated Total cost of improvements $ 704 Q e 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 be sent to__ The undersigned appli ant for this building permit does hereby certify that he understands and accepts his obli r h Florida rkmen's Compensation Act being Section 5966 C .'. ed General Laws of Florida all contractors .r sub -co pection on site of of labor under the p g and has complied with the provisions thereof, and °will require similar complian in the work to be performed under this permit; and will post or cause to be pos or notices as are required by the Act. The undersigned agrees to employ only permit, as are licensed by Miami Shores Village. Remarks - (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, 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. Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires its construction may tions as an einployer rmanent Supplem t, s employed im u' h pu c otice r PLANNING BOARD _ DATE Chairman -__ _ -- _ -- _ _ _ - -- -. Member Member _ 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. Rjo.r V4t$ AA pd t�! 0CJ °tD7 t _'d' , !J -p.f 1 p b � .�duiIs' �V44—e 6. r OR -&r �' ,7,E, - - Q,.. � Y t b ©Gb L ' (2 P 6 Ci Q " ' ` - ,�/ � �'�= t.-- . ld �) , 6 s S G3 0, 0,‘-' s N Ce =A- h r 0 c va.��'u 01 63&11 S ci 6 0 e,, ,«I-cr es d o `Y 0/o' ` 04- AP,ear 42 t 1 /tae, T is Stz // ,i'4/ .0'00/0iz 4 33cr / 1(Q 0 ' I. EPP, i u 1 /bo ' 37 f1r4 . FREE MTANDIN. TYPE "1 "CONINECTO2--Th TTY ALUM. aNE19 PRENE wASHEES IL.LMH. /L SN. ma (s);ne seoe eLL) " ENGT 0 '-8' 1 H 0 ' - B' T 9' -T' S" •t. R°E(3Woo..214veo) I6' -2" le' -11• 10' -O" 5" 5a7u1INa(e.s'96+1 vo.u) 15' 14 - 7" SIDE FASCIA "1 "CONINECTO2--Th TTY ALUM. aNE19 PRENE wASHEES v Erb $ "- -€ - C � 7 �---- (HAT SECTI • _____ 1 - 1 A-, -------- SIDE FASCIA lJ l -� EXT00000 I 00058 BEAMS -- 1 - 1 lJ K1LIM 1401.417.Vw ,21 V17544 0N3 _____ 1 - 1 A-, -------- i I SIDE FASCIA use 1 PAWLPLLS6 6261E (:4 EACH seem To se D TO NALL /' ALUM. RIVETS (4SE 011 02,1.4) 4 } 4 T coNNECloe -- -- MG. ALUM. 5IVETO °5/1450 05 C 4 "A4. (JSIGOE2EO E 5 /w 25 E�w ) (4. /VET PE2 R1N) '✓ii STEEL PLATE (h yi FILLET WELD STEEL COLUMN (see l 4'- 0"1.111X.C4MILEYW2 mAX. BEAM SPACING 12'- O COLUMN SPACING SECTION 1y ts• -+- SIDE ELEVATION scALE• 1 . " -1.0 24' MAXIMUM LENGTH PLAN VIEW Ys"- 1_D • •s 5TeeL it 5ECL1280 TO a /TH UNITS 0/9 / •• BOLTS EACH STEEL COLUMN CENTER SPLICE PLATE END FABCIA LINT JOINT A v . FILLET WEIR AT LL COM,5CTING 20,1479 5 w51D' -2 "LONG EACH 9114. WELD CpJCe 1AUND COLUMN MULTIPLE UNIT CONNECTION 1 2IVET5 EA. 40044E12 444 DIVETS G eaC.,STAGGE200 SEE SEEDS. 12' MAXIMUM WIDTH COLUMN SCHEDULE CON 100T 41 5 00 EA. END ELEVATION acALe•V•"1 -o ALTERNATE WHEN FULL SLAB 15 USED. ANY SIZE UNIT. FOOTING. a EACH COLUMN TUBE 16' x 16" x10 INCLUDING SLAB. FOOTING SCHEDULE 0+16' x 20' 0' r 24.' 12'r 16' 12'020 12 . 024' Fes Is/svgs. cch-s. • use 44J 251,4' +251/a"•2Th • +. !0x90" 2e' x 25 x 2s" S0 0 90x90" 52'032'x52' 21/: r29C,$216" 125 M.P. • NOTE: ALL NLM IINum 16 3105 -HS. ALLOY IWO -004P 52!07 SOLID 510615 LEE 41100 014 AL01.ALLOY (Iwo -F 25552¢0106) eLL T5 4 x..205 A210 STSEL, ZINC C1.120MATE 21.4120. 'EDP' %\VETS 4..E 6OS2 ALUM. EIVET WITH TITS ALUM. MANORELL. ALTERNATE ALTERNATE FOOTING 1 b'x 12'51. CCNC. FOOTING "✓/3-05 2008 THUD EXISTING FOOTING 7i4"151713 FOOT- ING 4 T' /.. "ABOVE FOOTING /3 - %' TAM0414 SHIELDS TH2U A +4 X STEEL RATE WELDED TO BOTTOM OF COLUMN. HOLES IN FOOTING 1 DIP.. ENLARGED AT BOTTOM, WASH, CLEAN 4 CONCRETE GROUT. ALUM SPACE¢ PLATE 3o" E L 6 AT CENTEE CE ONLY PM y ooa- -u 6 hum) (4)4C ol.. L444. 19-NETS SECTION C N� pwM.alve e •5102. STAGGE.EO 1010 41505T COLUMN 7 0 1 4 '51 14 x s' STEEL ANGLES WELDED /,C STEEL PLATE AT BOTTOM }G'K 10'K 12'x 6 Ar PLATE AT TOP (5E1 DETeUL) 4 Ye' 4)* ST EEL STRAPS WELD- ED BETWEEN LEGS AT 5E/DUALLY 504.060 LOCAT 10149, COLUMN SET 12' INTO CONC. FOOTING 02 MOUNTED AS PER ALTERNATE FOOTING. THIS COLUMN TO BE USED ONLY WHEN CARPORT 16 MOUNTED TO 05)5TING BUILDING. DESIGN CRITE2IA.: 50' DE51G14 LOAD. F.5. °.• 11 TEST LOAD, WITH 305 N1N. RECOVE2Y) 90.5"'" °� • n F5 .•2.0(61.6 - ULTIMATE) (01.1 2Ya TIMES A2EA OF VALENCE, W INDWA2E SIDe DEFLECTION A T DESIGN LOAD: PEI6A.Y MEMSEES S. (9816. 165024 5E501406RY MEM55.25 (BADE PMa FOUNDATIONS TO PROVIDE FS .1.5 5GAI45T OVE2T02NING4 UPLIFT MOM COMBINED *22.7ICAL 4 40212ONTAL DESIGN LOADS. FASTENINGS 4 CONNECTIONS: FDTN9. CoWMNS C )TTACH_M T EN TO BLDG.. - Ts•.' 01'0E2 FASTENING 60 � ° ( - DELO sra O2 50 (TEAT LOA0). 1- 1'h• J. ih �, f 16• ROOF PAN 2 0 N•LIR oshwm 4.212 NAME - ADDaase FASCIA MMAPIUM PLOT PLAN icOS 70'4_ 37 N� %O/Si- .Go ,3,e i/ o •.v - 3* "T" CON • 2.515 TYPICA.L BEAM 6061 -1G. ALLOY FOR. 12' 101091 /2 5 -12 -65 e E EOLTS4 W19.9 Coo. 01-AT•0 ADDED •T • CANH.AmEN51014 41662 Aa0 000044004 .585 0.14620. co-10 DATE eT 9970.11971091 R E V I SI a ON S ALUMINUM PRODUCTS Inc. 2375 NW. 75TH STREET MIAMI. FLA. 33147 500115: •91 - 0201 SHELTER KING MODEL 70 AWNING SHELTER t o T G. -16 -65 I I 4 -1047 IE -PS L SHOON 1 MINIMUM 1J -___f 652 T 545H 1.1" H _> EXTRUDED 1 CROSS BEAMS 1 I. V i H.CIM wnrllxvw,z1 I V17SVd alai 1 - -- - 1 1 13' - 10' 14 - T' " - L - SA FREE X NA DING . WTH. TYPE 652 T 545H 1.1" H rN0 e WM¢ NET S MEOPRENE 910511044 l + 222 . BM (27;044.203066.) 9'-+ 10'_5' 9' - 7' S 220.21I2(2 16' -2' /6' -I1' 10'-0' 3' 50.11.01H4 (55' %vj(r,4444) 13' - 10' 14 - T' / • 1 4 510E FASCIA 2 2 2w, 2 A W L O a')e 5 EACH BSAM WH42E UNIT 1a TOSS e SGMED TO V.DLL _ 34: ALUM. RIVETS (USE 441 OR /1.0 STEEL PLATE 343 FILLET WELD STEEL COLUMN (se= x-0) =4' 4 - _ -I -= 9G . AWN,. RIVETS "y/NEO -__ -__ __ H28 C 4 O "C. aniG0E24'0 24044 5/ 91 5 O aaa.) (4 2/127 P32 404) 4'- 0 4' -0' MAX. BEEN SPACING 5 12 O'2AS %. COLUMN SFACWG S E G .,_0. ly 510E ELEVATION 24 MAXIMUM LENGTH SIDE FASCIA PLAN VIEW CENTER SPLICE PLATE CND FASCIA MULTIPLE UNIT CONNECTION / -2 -%(4 PLUM.21VET6 ...CORNER. 54E 521.091 5 E C NSLF 1Y' MAXIMUM WIDTH G'XG 4 1010 WIRE MESH 45 0.013 EA. WAY ALTERNATE WHEN FULL SLAB 15 USED. ANY SIZE UNIT. FOOTING 4 MACH COLUMN TUBE 16'0 16'x10 INCLUDING SLAB. COLUMN SCHEDULE CONCRETE FOOTINGS 2 /w G 5 20D EA. WAY , ENO ELEVATION 30-4.4.5' Y' • P -D` FOOTING SCHEDULE es..01.DeT SITS 10+ 44' 020' 10'+24 12' x 14^ 2' + 20 2' x 04' flat. STDIGNS COLS. NOMA 20 OF) 27:4'x2Y.4 •Zlir' Sdx 3o' 20'1.2Sv 2E' 3D. To' x50' 52'.32 01.6 +2.S a..T. 10.0 x NOTE: ALUMINUM IS - eLLx BUILDING SHAFT / UJ N __ 0.1. DS, 000 R SOLID 45016 4.2E 4.1100 014 ALUM.ALLOY (DODD AFDC D2rv+u5) DLL DOLTS 4 x¢505 ARE STEEL, LINO CHROMATE PL TEA. 1 507' I:WETS ARE 6052 ALUM. RIVET WITH TITS ALUM. MANOVELL. ALTE2NATE COLUMN ALTERNATE FOOTING 4S'. 12'0. CONC. FOOTING /3-65 200G THQU 5245TING FOOTING 7'22' INTO FOOT- ING 4 T I ' /x'ABOVE FOOTING H/9- I" TAMPIN SHIELDS TH2U 4 x4' %'/10' STEEL PLATE WELDED TO BOTTOM OF COLUMN. HOLES 152 FOOTING 1' 0I1.. ENLARGED AT BOTTOM, WASH. CLEAN 4 CONCRETE 61200T. ALUM SPACE■R PLATE 30" LONG AT 0 05210 501.0-0- ONLY COHNECTEL )(3009-1.116221.09 > 20519 4C ALUM.202TS 44 5 5TAGGE2E0 Tow 4.50)1 SECTION 5- 1/"x1'/ x%" 5TE5L ANGLS5 WELDED TO 4' x W.V." STEEL PLATE AT BOTTOM 4 6 X I0' X 12" X %/G: PLATE AT TOP (.SEE 00. 448) 4 Vet x 1' ST EEL STRAPS WELD- ED 50TWE5N LEG5 AT 5 E0UALLY 52000-0 LOCAT IONS, COLUMN SET 12" INTO CONC. FOOTING O2 MOUNTED AS PE2 ALTERNATE FOOTING. THIS COLUMN TO BE U5E0 ONLY WH51-1 CARPORT IS MOUNTED TO EXISTING BUILDING. DESIGN CQITERIA: 50 DESIGN LCYa0. F.5.- 2.0(60 44 TEST LOAD, WITH 90.E MIN. RECOVERY) 90.5 ^ • x F.9.- 2.0 ^F -- uLTIMATE)(ON2ft A Ed OF VALENCE, WINDWARE 5440) DEFLECTION AT DESIGN LOAD: PRIMACY MEMBERS I 0A2242,1950e) SECONDE2V MEMBERS to (2000 RIMS) FOUNDATIONS TO P0OVIDE 05.-1.5 AGEIN5T OVERTURNING 4. UPLIFT FROM COM13.I2.120 VERTICAL 4 1102120NTAL 0E51024 L0405. FASTEN0..145 4 CONNECTIONS: FoTN5. COWMNS 4ATTACHM5NT TO 05.065. - T5 55F (*451.0 5T1RCNGTH) O2 1.0 (TEST 4.04.0). OTHER FASTENINGS - GO ^ ' (YIELD STRENGTH) OR 00 (TEST LOAD)• 9' 1• 4V5' 1•h I, r 3 . 1, P 1, I) • 16' , ROOF PAN 3 O 4 -+6'52 DATE FASCIA .01S NDIADD.D1 A¢2 DV PLOT PLAN E'• G • r -0 8002054 • 47. iV...7• in/ cp- .LOT /St 76 404". 4 / •s7 !/f • ,jHO.GFFS. - 2' } 4500 1425 5250 "T" CONNECTOR • 1425 T 2.90 TYPICAL BEAM 4041-T6 ALLOY FOP. 1.V W101x ao 50LT5 4 50112913 .0.44 Ge0. 5L•.TEn ADDED 'T "0000. EM200.040 120012.2.02.1. WA RmE00. C5-T0 022211•7PH R E V I S I O N S EN ALUMINUM PRODUCTS INC. 2375 NW. 75 STREET MIAMI. FLA. 33447 FHCIQ. •0 - 5221 SHELTE2 KING MODEL 70 AWNING SHELTE2 ONDF AEG Dare 4 -IG -GS I A pe AONE WN IP„ . . 4 -1047 I 0- wOOVCD lls - Y.-'/ � MINIMUM . CONNECTOR - --„ , rN0 e WM¢ NET S MEOPRENE 910511044 l + tF 11/ ggI ALUM (HAT SEG /1 5 Ii / • 1 4 510E FASCIA 2 2 2w, 2 A W L O a')e 5 EACH BSAM WH42E UNIT 1a TOSS e SGMED TO V.DLL _ 34: ALUM. RIVETS (USE 441 OR /1.0 STEEL PLATE 343 FILLET WELD STEEL COLUMN (se= x-0) =4' 4 - _ -I -= 9G . AWN,. RIVETS "y/NEO -__ -__ __ H28 C 4 O "C. aniG0E24'0 24044 5/ 91 5 O aaa.) (4 2/127 P32 404) 4'- 0 4' -0' MAX. BEEN SPACING 5 12 O'2AS %. COLUMN SFACWG S E G .,_0. ly 510E ELEVATION 24 MAXIMUM LENGTH SIDE FASCIA PLAN VIEW CENTER SPLICE PLATE CND FASCIA MULTIPLE UNIT CONNECTION / -2 -%(4 PLUM.21VET6 ...CORNER. 54E 521.091 5 E C NSLF 1Y' MAXIMUM WIDTH G'XG 4 1010 WIRE MESH 45 0.013 EA. WAY ALTERNATE WHEN FULL SLAB 15 USED. ANY SIZE UNIT. FOOTING 4 MACH COLUMN TUBE 16'0 16'x10 INCLUDING SLAB. COLUMN SCHEDULE CONCRETE FOOTINGS 2 /w G 5 20D EA. WAY , ENO ELEVATION 30-4.4.5' Y' • P -D` FOOTING SCHEDULE es..01.DeT SITS 10+ 44' 020' 10'+24 12' x 14^ 2' + 20 2' x 04' flat. STDIGNS COLS. NOMA 20 OF) 27:4'x2Y.4 •Zlir' Sdx 3o' 20'1.2Sv 2E' 3D. To' x50' 52'.32 01.6 +2.S a..T. 10.0 x NOTE: ALUMINUM IS - eLLx BUILDING SHAFT / UJ N __ 0.1. DS, 000 R SOLID 45016 4.2E 4.1100 014 ALUM.ALLOY (DODD AFDC D2rv+u5) DLL DOLTS 4 x¢505 ARE STEEL, LINO CHROMATE PL TEA. 1 507' I:WETS ARE 6052 ALUM. RIVET WITH TITS ALUM. MANOVELL. ALTE2NATE COLUMN ALTERNATE FOOTING 4S'. 12'0. CONC. FOOTING /3-65 200G THQU 5245TING FOOTING 7'22' INTO FOOT- ING 4 T I ' /x'ABOVE FOOTING H/9- I" TAMPIN SHIELDS TH2U 4 x4' %'/10' STEEL PLATE WELDED TO BOTTOM OF COLUMN. HOLES 152 FOOTING 1' 0I1.. ENLARGED AT BOTTOM, WASH. CLEAN 4 CONCRETE 61200T. ALUM SPACE■R PLATE 30" LONG AT 0 05210 501.0-0- ONLY COHNECTEL )(3009-1.116221.09 > 20519 4C ALUM.202TS 44 5 5TAGGE2E0 Tow 4.50)1 SECTION 5- 1/"x1'/ x%" 5TE5L ANGLS5 WELDED TO 4' x W.V." STEEL PLATE AT BOTTOM 4 6 X I0' X 12" X %/G: PLATE AT TOP (.SEE 00. 448) 4 Vet x 1' ST EEL STRAPS WELD- ED 50TWE5N LEG5 AT 5 E0UALLY 52000-0 LOCAT IONS, COLUMN SET 12" INTO CONC. FOOTING O2 MOUNTED AS PE2 ALTERNATE FOOTING. THIS COLUMN TO BE U5E0 ONLY WH51-1 CARPORT IS MOUNTED TO EXISTING BUILDING. DESIGN CQITERIA: 50 DESIGN LCYa0. F.5.- 2.0(60 44 TEST LOAD, WITH 90.E MIN. RECOVERY) 90.5 ^ • x F.9.- 2.0 ^F -- uLTIMATE)(ON2ft A Ed OF VALENCE, WINDWARE 5440) DEFLECTION AT DESIGN LOAD: PRIMACY MEMBERS I 0A2242,1950e) SECONDE2V MEMBERS to (2000 RIMS) FOUNDATIONS TO P0OVIDE 05.-1.5 AGEIN5T OVERTURNING 4. UPLIFT FROM COM13.I2.120 VERTICAL 4 1102120NTAL 0E51024 L0405. FASTEN0..145 4 CONNECTIONS: FoTN5. COWMNS 4ATTACHM5NT TO 05.065. - T5 55F (*451.0 5T1RCNGTH) O2 1.0 (TEST 4.04.0). OTHER FASTENINGS - GO ^ ' (YIELD STRENGTH) OR 00 (TEST LOAD)• 9' 1• 4V5' 1•h I, r 3 . 1, P 1, I) • 16' , ROOF PAN 3 O 4 -+6'52 DATE FASCIA .01S NDIADD.D1 A¢2 DV PLOT PLAN E'• G • r -0 8002054 • 47. iV...7• in/ cp- .LOT /St 76 404". 4 / •s7 !/f • ,jHO.GFFS. - 2' } 4500 1425 5250 "T" CONNECTOR • 1425 T 2.90 TYPICAL BEAM 4041-T6 ALLOY FOP. 1.V W101x ao 50LT5 4 50112913 .0.44 Ge0. 5L•.TEn ADDED 'T "0000. EM200.040 120012.2.02.1. WA RmE00. C5-T0 022211•7PH R E V I S I O N S EN ALUMINUM PRODUCTS INC. 2375 NW. 75 STREET MIAMI. FLA. 33447 FHCIQ. •0 - 5221 SHELTE2 KING MODEL 70 AWNING SHELTE2 ONDF AEG Dare 4 -IG -GS I A pe AONE WN IP„ . . 4 -1047 I 0- wOOVCD lls - Y.-'/ � MINIMUM