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130 NE 98 St (13)MIAMI SHORES VILLAGE 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. Date_.._ April 5, , 19 73 Owner's Name and Address C. Ladig No 130 N. E.Street 98 Street Registered Architect and /or Engineer Carr Smith RA Issoeiates Name and address of licensed contractor__.. J.f LCO INC. 711 N. W. 51, Street Niami Florida. Location and legal description of lot to be built on: Lot-. Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors) Install aluminum fold awnings. and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 276.00 Amount of Permit $.5. Zone cubage required. Distance to next nearest building 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_____ .__ _ - fiob Hodges,_ foreman C/0 JALCO, INC. - __ -7L1 R. U. 5L Street i' _iami, Fla. The undersigned applicant for this building permit dots 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, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or 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 • of the wor such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on Jq to be ,r• fo • ed under this permit, as are licensed by Miami Shores Village. JALCO, INC. Remarks__ _._ -- -• (Signed) �----- STATE OF FLORIDA, COUNTY OF DADE. j Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, 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 Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Chainnan Member ____ Member Council Approved Bu' ding Inspector PLA BUILDING INSPECTION DEPARTMENT NOTE: A charge of $1.00 will be made for the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. 130 N. E. 98 Street, Miami Shores, Florida. NING BOARD .Data .Plan Cubage Size of Building Lot Notary Public, State of Florida My Commission Expires DATE Member .._ .. - Member Member Disapproved personally ap- to me well known, Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty Opening No. Size 1. 91 • X 57 2. 85 X 57 3. 38 X 33 L. 85 X L5 5. 85 X 57 Owner: 3© Style Catalina 11 11 11 4, d Hear House Front Iiouse C. 'DIG 130 i?. E. 98 Street IIiam? Shores, Florida. Contractors JALCO, INC. 3 Pro 51i" 51 30" k2" 5L" Cone t. Aluminum AWNING CLOSED ANCHOR SEE SCHEDULE i ' ANGLE 35 x 2` X 090 SU °PORT ARM BUTTON CAMEL BACK AWNING OPEN TO LOCK •WNWNG tH STORC POSITION, REMOVE CAMEL BACK PIN OR BOLT. RELOCATE ARMS, FOLD AWNING DOWN AND REPLACE CAMEL. BACK PIN OR BOLT THRU VALANCE Jar - 1 -• A S M. SCREW EA. SLAT • .06d EXTRUSIONS J E1:'LT . 1 T! ST JR! 'ACE •t0 S.M.scat FAGJE:',ON L E HEADER 6IN6E VALA / ADJUSTMENT HOLES ( �_ we furrow USE ORE FOR SPAID 6d OR 0RFAT2t. 7/11 .049 WALL CAMEL BACK D$0 FOLDED PL. I /4 PIN OR BOLT TWO ANCHORS EA CAMEL BACK ';.TEOR SID: SC®DIE I/9 1 3/ 4• ALntartz sntu 71 56 WING DLLALL CAMEL BACK DETAIL /r'ROLt SLATS 2••4 SMS EA TUBE ^ 0 40 GUSSET PLATE 4- SMS '' T YPICAL PURLIN \ _ 2 ANGLES (SEE PURL IN DETAIL) \ f STRAP HINGE 1 X . 040" 4-•B S M S 1 Il '—' •ice t • SACS a _ - _- 5.e• SC BUTT JOINT TUBE 040 WALL N _ t .L_ L _ li:.t : • - -: ru LOCI: . �77 _ _ s£ _ - 04C C,'ESE' PATE 4!4 SMS ' ✓/I ' �, ______ ..-----_._- .NS10E S. AT I E VI RV 3 R:i SLAT ) - EL ":• Lv;,.fir! Sr A_- SE '' '2TE: l; 5%+ :v± EGPT A:'AT•GS W ^• ['� �1L-"r YLT " r.LA Sf +•K 6'1 °_ GRLATEF - '•%.► ; S _ u.;�;/x A" EA . EM: tr C` N.:. L -� • • PJR.J R3 :I. :ara —ala l3 . —._.s - -, r - mid} I!--S t77 1i1 I• }J 1 - - -- •- L�-- - Ix MA X. 1 PLAN OF AWNING ti ROOF SLATS I -aB S SCREW EA SLAT STAGGERED, ALL PURLI NS. I /4 HOLE FOR CLOSED P051T10N "- SECTION • X - X 1 .O4f WALL 7 /16 I■ 20 BOLTS _ J '1/4 " - 2- • 10S . M SC L- 1V /4 I 115 PURLIN (SNOWING CONNECTION AT EA END OF NOSE PURUN) ¢i �,._ s 16 SLAT DETAIL VALENCE _ _ SEE SCHEDULE FOR THICKNESS • ROOF SLATS PU RLIN VALANCE SEE SCHEDULE FOR THICKNESS �4 L 9L1S SECTION "T PJ4Jn s Vt. __n X CO-,-E PRA :14*, vt`N,'r _MLT1H;•: P; IA S°ta7Ni II •SE.Z If.A014 , T rACAL 7'r• I .04C' h-• r I9 56 91 I .040 1E Ir t2 7r 7r 7r 72 9 ALUMINUM ALLAY OF AWNING COMPONENTS ROOF SLATS 5005-H34 BOLTS 2024• VALANCES 3003-1114 ARMS 3003-HIS PURLINS 5005-NIE ALL AWNING SIZES SHOWN ARE MAX LESSER SAES MAY BE USED THE JALCO SUNMASTER CATALINA AWNINGS WERE DE- SIGNED AND TESTED IN ACCORDANCE WITH THE METRO- POLITAN DADE COUNTY BUILDING ANO ZONING DEPART- MENT POLICY FOR PLANT PRODUCED PREFABRICATED RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS, DATED OCT IC, 1960 BASED ON SO FL• BLDG. CODE AWNING ARMS NAY BE MOUNTED OVERHEAD USING SAME FITTINGS AND DIMENSIONS THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGS: - JALCO INC CERTIFIES THAT THE ALLOY AND NEAT TREATMENT OF ALL METAL IN THIS PRODUCT CON- FORMS TO THE SPECIFICATIONS CONTAINED IN THE PLANS SUBMITTED FOR PERMIT COVERING MS IN- STALLATION. THIS AWNING MUST BE CLOSED AND SECURED TO THE WALL DURING A HURRICANE WAFMIR 011 ALERT. CONCRETE 1/4 x L 14 DIAMOND HAMMER DRIVE NAL OR W1 SUPER - GRIP. JOROW 1 LAG me JALCO INC. 745 N. W. 54th STREET MIAMI, FLORIDA CARR SMITH 6t♦ • W. tl AV/ C O N S U L T I N G w AK TI 040 .063• j 16 063 I ANCHOR SCHEDULE HOLLOW WALL VC X 20 LONG • WING TOGGLE SCREW & AS —.a 012•111.A21201 MAU V211.1 ALL Al II212 ••.e..6 22e2 t22211.2 MTV a■a 1 PIMA .21. woo, 13 1 NO.14- 1 W000 SCREW SOCIATES • MIAMI. FLO0I•41 H N G I N K C R• 64139 I OF I SUNMASTER CATALINA °I - v — -✓ AWNING CLOSED .DEa ,-ME savos 910 S.M. SCREW HEADER HINGE DETAIL 71" WING DETAIL - NEWEL NINON *LANCE CAMEL BACK SUPPORT ARM AWNING OPEN 10 LOCI ANM1E0 IN STORM P03I1I01, REAMS CAMEL SACK PIE CM BOLT, RELOCATE ARMS, FOLD MINIM) DOWN AND RKPLACI CAMEL BACK PIS 06 BOIL 4,AR"il VALAMCI. ROILED ROOF SLATS 2 -94 S.W. SOWERS 0 LA. 1031 _-.040 RUSSET PLATE 4-4 l.N. 5cn133 TYPICAL PVNLII 2- ANGLES (SEE PORLIN DETAIL) 4R• 5t MEADER ANCHORS STALL BE 1.0011 D A3 3301W.- OVERHEAD ..RL 7 /F" X .Ji, " WITH. 2" X 1/8" 2 2" CAiyLD..CE CONNECTED BY }" - 20 LJLT ROOF SLATS vALANCI .040 - ADJUSTMENT ROLLS - 7/8 • 0.D. TUTS .049'1ALL d_ CAMEL PACE .0P0 FOLDED PL. 2- ANCHORS GA. _ ),7 1 }"' - }'DMA. P11 cR POET CAMEL BACK CAMEL BACK DETAIL 56" P.AXIMU1 PLAN OF AWNING 5/I,'0.D. Tees .014 'MILL- _ SECTION • X-X' PUSH BUTTON - - STRAP HINGE 1 =.040' 4-0P 3.M. SCREAS / / ec1T JOINT TUBE .040" 'ALL .040 GUSSET PLATE 4 -94333 INSIDE EVERY 51w • SLAT f 5 -9P .3.. 9CREA EA. SLAT STA 01JRND ALL PCALINS PURLIN }' HOBS FOR CLOSED POSITION' r 2-04 3 0 KA. 7 /6' Sc. TIRE DETAIL OF ROLLED ROOF SLAT 1 • 6" i " -20 POET PURLIN PURLIN VALANCE / 10 SIB 3CHE1 - 20 Bold :1' :.115' ENGLE ROOF SLATS • 9 /lt_ SECTION 'Y -Y' PURLIN SPACING SCHEDULE HnOJEDT1on 48" 4e . • 11" 71' CONCRETE MOTH, TO 4 6' 56' 46 ' 56' 45' 52" • :ORD41 105 It': 1t" LAO SCRIM OR } " -20 SUPER GRIP OR }" 1: 1}' D. 9.b. W IMO 0 AT[ 3/65 ) I 0 16" 13' 16" 16" 16" 16" MID AEC30R SCUL3 HOLLOW 381.1. ER ACKMAN JOHNSON • -20 LONG 4 1110 8000IS SCREW ANCHOR 15 • 17' 34 15 " WOOD 18" 12' AWNIN0 ARMS NAY BE MOUNTED OVERHEAD 0SIN0 SAME FITTINGS AND DIM0p0I013. !B THE FOLIDIIIG LABEL ALL BE ATTACRID TO ALL 811I3GS, • ALUMINUM ALLOY OF AWNIN0 COIf01KNP3 DE A31I10 MEET. BUILDING T. ROOF SLATS 5005 BOILS 2024 Tk *1330 5005 -E1 P0RLI13 5 -354 • 17" 13' ALL AW1I S IRS SHOWN ARE BAN. UUSSSR SIZES SAY BE 03ED. TME JALCO =MASTER CATALINA AWNINGS DERE OBSI033D AND TESTED IN ACCORDANCE OILS ISE ISTNOPOLITAN DADE COUNTY 50ILDI,O AND Z01I10 DEPARTMENT POLICY FOR PLATT PRODOCID PREFABRICATED RIGID AAINO3, CAS- 01218 LOD CANOPY SHUTTERS, DEL= 001.10,1960. BASED ON SOOT 30IIDI10 CODE. JALCO, IOC. C1IRTIFIIS /EAT ISE ALLOT AND KSAT TREATMENT Ot ALL METAL IN T3I3 PRODUCT COMFORTER TO TEE SPECIFICATIONS CONTAINED IN THE PLANS SUBMITTED FOR P111IT COVERING 18IS INSTALLATION. THIS 133I1O MOST BE CLOSED AND SECURED TO TEE MINIM DURING A HURRICANE INIM OR ALERT N0. 10 -1t LG. MOD 5CNE1 JALCO, INC. 745 N. W. 54th STREET MIAMI, FLORIDA CARR SMITH SI ASSOCIATES 6 2 7 S w Tr t A AVE. M I A Y 1 FLORIDA C O N S U L T I N G E N G I N E E R S MUT " • " Mi[ `T ' O [I011 ` •410 CIE q { MT •1010. 6522 I 1 of 1 SUNMASTER CATALINA 56R 4 • Owner: enin: No. Size 1 • 9 ,. I I? r.. .., .. 2 • C5 . 7 r' .3 • 3L Y ;3 n•A .)." 1! • ■ :'' 11/ 1 v . ,. t7 .)• 1/4):,4 4 ,/ C . 130 : . . P.trect , lrid. Contractor: JALCO, INC. St le 11 Lear lion() Pro • Conet. 2" f I ANGLE 35' • X 25 X0917 M CIOR SEE SCHEDULE • N • AWNING CLOSED 6 1 5 (5: Ai - 1-M S S M. SCREW EA. SLAT • .06d EXTRUSIONS rcla eoli.n STMLA Lots USX ONE FOR SPAIN 6C9 OR GRFATMI. :,.T-FOB SEE SCEODIE 1/8' 1 3/ ) ALUKZACL' STRAP FFCJE:':PA t E �t^L+ ttv;,..r; S^A -' E L-' LT^ t: - w o.. ^ - CT :: C LTj - r.LA . � t <` -. IC C Ia: X HEADER hINGE •10 S.M. SCREW 11' 56• WING DETAI v&L•NCE SU °PORT ARM BUTTON CAMEL BACK AWNING OPEN TO LOCK AWNING IN STORM PCSITION, REMOVE CAMEL BACK P N OR BOLT, RELOCATE ARMS, FOLD AWNING DOWN AND REPLACE.CANEL BACK PIN OR BOLT THRU VALANCE SLAT DETA ROOF SLA TS \ - -7- 1 -Fe S M SCREW EA SLAT STAGGERED, ALL PURLINS. / ADJUSTMENT HOLES l � 1 IM' BUTTON O.D. TUBE 7/11"TUBE .049' WALL CAMEL BACK AS0' FOLDED PL. I /4'DIA. PIN OR BOLT TWO ANCHORS EA. CAMEL BACK CAMEL BACK DETAIL ROI.-t ROOF SLATS 2 4 SUS EA TLSE 040 -GUSSET PLATE 4 - SMS TYPICAL PURLIN 2• ANGLES (SEE PURL IN DETAIL , STRAP HINGE I x 040 4 -'6 SMS F\JRJ RS i . • ARC - - -- I PLAN OF AWNING 5/8 SC BUTT JOINT TUBE 040 WALL USE RX tact." t XACB - Llr n'= ▪ L = DST FT F;F # � ' S:5 S '.'AAA 60•. _ " •' 1 • -04C G' €TE 4�4 SMS s E ✓ - FAA; �,__� vSIDE ,, i [ T 1 EVERT 3 Fc SLAT 1 E GPT A" %A1GS •"C r - L^�HS GRLATEF iAe -20 BOLTS I I I t�c� P -�L�Sl L--. .1I- 1 1 /1' HOLE FOR CLOSED POSITION SECTION I X - X I .04? WALL 7j16 " BOLT` vz c am L "�_LZ �2 - M SCREWS L- ;I /4'XI'X 115'X VIZ PURLIN (SHOWING CONNECTION AT EA END OF NOSE PURLJNI 3 1 y 6. IA VALENCE _ SEE SCHEDULE FOR THICKNESS :94_1.6' ROOF SLATS -- PU RLIN VALANCE SEE SCHEDULE FOR THICKNESS SECTION . Y - • Y • o4v f --- :mu T/y y �r M � tlI.:IH.•: p,• ,IA S"41N7; wl: - H - , ''f" 5 TI NOSE T If 0ER TT I PRO. SE" : 7• .C40 I R• IS' 56' 9! .040' 16' Ir tr I 1 1 I 7• Tr Tr 7r BS 9; . ALUMINUM ALI F OF AWNING COMPONENTS ROOF SLATS 5005-H34 BOLTS 2024 -T4 VALANCES 3003-N14 ARMS 3003- HIS PURLINS 5005-HI, ALL AWNING SIZES SHOWN ARE MAX LESSER SIZES MAY BE USED THE JALCO SUNMASTER CATALINA AWNINGS WERE DE- SIGNED AND TESTED IN ACCORDANCE WTI THE METRO- POLITAN DADE COUNTY BUILDING ANO ZONING DEPART MENT POLICY FOR PLANT PRODUCED PREFABRICATED RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS, DATED OCT IC. 1960 BASED ON SO FLA BLDG. COOS AWNING ARMS MAY BE MOUNTED OVERHEAD USING SANE FITTINGS AND DIMENSIONS THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGS' - JALCO INC. CERTIFIES THAT THE ALLOY AND HEAT TREATMENT OF ALL METAL IN THIS PRODUCT CON- FORMS TO THE SPECIFICATIONS CONTAINED IN THE PLANS SUBMITTED FOR PERMIT COVERING THIS IN- STALLATION. THIS AWNING MUST BE CLOSED AND SECURED TO THE WALL DURING A HURRICANE WARNS OR ALERT. CONCRETE I/4 X 1•1/4' DIAMOND HAMMER DRIVE NAL OR V4' SUPER - GRIP, JOICAN KIS K W LAG rn l r l �• .040' 063' 063 IE' ANCHOR SCHEDULE HOLLOW WALL IM' X 20 LONG 4 WING TOGGLE SCREW w 1 •.'• WOOD IT' 13' 12' No. I+ -02' LS. WOOD SCREW JALCO INC. 745 N.W. 54th STREET MIAMI, FLORIDA CARR SMITH & ASSOCIATES en •w. .T AV• . • rI•MI. ♦LOT• C O N S U L T I N G E N O I N IE K R • rw8 9•1•••■ AK KT ol.r".c,s Lou .•w•, eu ew•o... omil•• RIO 64139 1 OF I SUNMASTER CATALINA 9 " 1 SEALER NIUE AWNING CLOSED .060' VITTNaIORS 010 S.I. SCRIM HEADER HINGE DETAIL -fa S.N. SCRIM SA. SLIT 2- AICHORS LA. CAVI1 RACE AWNING OPEN TO LOCI AMINO IS STOIS POSITION, REMOVI CAM ILL MCI PIN OR BOLT, hILOCATR ARMS, FOLD AMINO DOES AND REPLACE C. HILL BACK PIN OS NOIR TEN vAUNC1. 5/4 TUBE .06 'MILL --ROLLED 15 ROLLED ROGF SLATS 2 -f4 S.P. SCRIMS 0 18. TOR1 .—.040" ASSET PLA1R 4-04 S.M. SCREWS /� TYPICAL PURLIN 2- ANGLES (SEE PURLII DETAIL) WING DETAIL 2-04 3 EIADER ANCHORS SHALL BE LOCATID AS SHOWN. Y • OVERHEAD ..R1 7 /F" C .Ji " WITS. CORRECTED EY }" - 20 LJLT 2" x 1/6" Z 2" Ca;,2LO..CK ROOF SLATS - . VALANCE .060' ,ADJUSTMIIT ROLES - 7 /8'o.D. TOM .049 "WALL PUSN BUTTON CAMEL PACK .030' POLDER) PL. L— }'DL. PIN PELT CAMEL BACK DETAIL r 2 KIM; 56" rax PLAN OF AWNING -- STRAP P1NGE 1 ",.040" 4 -OP S.W. SCREWS /% /8 "5C. PUTT JOINT TUBE .040" *ALL .040 GUSSET PLATE 4 -P4SPS INSIDE EVERY 5rd SLAT 5 -7/16" I P EA. 5/8" " ' E DETAIL OF ROLLED ROOF SLAT r PURLIN .0'0 OP S.W. 3CREh EA. SLAT STA;OERED ALL PURLIN5 , PL'RLIN • ( / t xLES 30 C FOR LC9ND POSITIOR' SECTION 'X -X' 1.2 f 10 SID SCREE 3" - 20 BOIL : 1" :.115' I ANGLE ROOF SLATS 4 t " -20 PELT PURLIN VALANCE 1'4 9/1t SECTION 'Y -Y' PURLIN SPACING SCHEDULE PRO.NyflON 46 " 56" 56' 7 1 " 71 ' 71" cOWCRETI :ORDAI 103 el 1} LAO SCREW OR 3 " -20 SUPER GRIP OR ;" x 1 }' D.B.L. DATI l0 "TN' YO SOS RAJ. 10 4YPrAL wail 56' 14' 46 • 16' 13' 56' 16' 1S' 46. 16' 19" 45' 52" 5 6' 16" 14' 16• *MINIM ALLOY OP AMINO cor0IER! 0a AWNING BUILDISG MUST. 3003 SLITS 5005 -ESII 50223 ARMS 3003 -S1 PORLIN5 5005 -I31 ALL AMINO SIZES =CON ANTI ELI. LESSIM SIZES MAY BE USED. TEE JALCO 501385T1M CATALINA AWNINGS OVER DESIGNED AND TESTED n ACCORDANCE SITE 1SE METROPOLITAN DAIS COONS/ BCILDI10 AND ZONIN0 DEPARTMENT POLICY FOR PLANT PRODUCED PREFABRICATED RIGID AAINOS, CA1- 0 31RN AND CANOPY SHUTTERS, DATED OCT.10,1960. BASED ON SOUTH ?LORDIA 80ILD110 CODE. AWNING ARMS YY BE MOUNTED OVERVIAD USING SAME FITTINGS AND DIMENSIONS. TER FOLLOWING LABEL SMALL BE ATTACHED TO ALL AWNINGS, JALCO, INC. CEITIFIIM TEAT SKI ALLOY AND KMT TREATMENT OF ALL VITAL IN 'EIS PRODUCT COMFORLT TO TER SPECIFICATIONS CONTAI® IN TBE PLANS SUBMITTED FOR PERMIT COVERING SKIS INSTALLATION. THIS AWNING MUST BE CLOSED AND MOM= 10 TSB WALL DURIIG • IIURRICAM MEIINO CO ALERT LESON SCMEDOL1 EOLI.04 *ALL 17' 14' 15 ' ACKERMA■ JONSSON • -20 LONG 8180 TOGGLE SCRIM ARCIOR 01$0!0 OAR i 3/650. .ens 101 e' 1o' ,,u to CD'Ts•CT01 $WALL vIRiT♦ ALL SI111'$ONI AT OTC 111001 .eOCII ONO$ OITII 'Ol'. 6522 18' 12$ 12' 12' 17' 13' 12' 202 'di 1 3000 NO. 10 -1 }' L0. 300D SCRIM RIY,3.o, JALCO, INC. 745 N. W. 541h STREET MIAMI, FLORIDA CARR SMITH 81 ASSOCIATES 627 S W Et A AVE.. MIAMI , FLORIDA C O N S U L T I N G E N G I N E E R S Id SUNMASTER CATALINA 56" OMIT "0 Disapproved ....�.� (../ _ Date. (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statcluent us me plans and specifications herewith submitted for the build ine 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. I Date..._..._..... - 2, '.:._.`.:...._— 19.. Owners Name and Address y ► ... » — NO...._. . I I_.._... Street_._ • ._ a. Registered Architect and /or Engineer ,,,,, ,,,,,,,,,,,,„„,,,,,,,, Name and address of licensed contractor Q t,I e ms . ` Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done = •� ' State work to be done and purpose of building (by floors) is • _... —.__ and for no other purpose. New Bui!ding Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering 2. S O Estimated Total cost of improvements S c Amount of Permit S_..2 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.. 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 oautractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted ff_in section on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such'` subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. o Remarks..._ (Signed) �.., STATE OF FLORIDA, i COUNTY OF DADE. ss' 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.. Permit No. ._.._ _ � Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chair :nun 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 niter approval has been obtained from the I' ,innirn;; )Board. A re inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship.