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490 NE 102 St (3)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 piagress of the work. mitten`§ Nam and Adder; § §..: l - !,• tU C o v> ►i- Street and Number where work is to be done STATE OF FLORIDA, COUNTY OF DADE. ss. Disapproved y L/ _ Date__ ( Signed) Building Inspector PLAN \• N VV EC IC 5 Chairman Member Member Council Approved Date Date Registered Arc} 'tact and /or Engineer �] /� Name and address of licensed contractor..._l_- 1 -V_R_ 1C �l (_ t'/ (N N 1 A/ C' Location and legal description of lot to be built on: Lot Block Subdivision No. -" Stmt_ S'S ,' ,19 f E %D2. ST /aor 6 2y -5-r oLeA LO Z. S B Fa, i Fl ,_/q S.t v 7 T 1k2 s J State e work to be done A dd purpose of building (by floors) 2 ` ` LAY - -- f'- -. - -.- w' G S2 G4— 4. and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation \ Roof Covering O G Estimated Total cost of improvements $ �� A, mount of Permit �. M } NI O� 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 - . U P (a ' C ise_ 1 .--- 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, Pennanent 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 subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) C /�j ? , . , x2., _.. O - . c, uJ�t Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared f4 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, therein by him stat d are Permit No._ 3 2 Date t ' O _ f r / Read, Sworn to to me well known, and that he did sign the same, and that all facts and Subscribed before me. Notary Public, State of Florida My Commission Expires G BOARD DATE Member Member . Member 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 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. f .250" Anchors @ 18" c -c 2 - #10 x }" SMS 2- Anchors I /4" Pin 1 nchors- 18" Max. ` 2.50" .080" Folded PI. Camel back 3 /4" 0.D. Tube .049" wall TYPICAL PLAN .310" .50" .050" - •015" SECTION A -A AWNING PROJECTED J 7 /8" O.D. Tube .049" wall Camel back hold down AWNING CLOSED 6' 1.50 .050 "Typ. IlTT .015" :015" .187 "T BEAM AO I/4 "Pin 6063 -T6 hold down w o 0 0 2- #10x /2" SMS .080" Folded PI. Camel back SMS 1- Anchor 1.00" .050" Typ. CHANNEL .040" Alum. Sheet Stop. -M "Bolts .080" Folded PI. Camel back V4" Pin Arm SECTION B -B x }" I/8 "x1 Hurricane anchor trap at each Beam M LA CO ri f , f 1 300" N l f , l ROLLED SLAT DETAIL DESIGN CRITERIA: The Bahama Shutter was designed and tested in accordance with the Metropolitan Dade County Building Dept.Policy for plant produced pre- fabricated Rigid Awnings, Canopy Shutters and Canopies dated Jan. 1, 1961, based on the South Florida Building Code. OPEN POSITION Design Load 15 psf Test Load 30 psf CLOSED POSITION Wind Load 28.6 psf Test Load 43 psf NOTES 1.) All Alum sheet shall be 3003 -H14 and all extrusions 6063 -T5 unless otherwise noted. 2.) All screws and bolts shall be stainless steel, hot dipped galv. steel or Alum. alloy 2024 -T4 3.) The following label shall be attached to all Awnings: Hurr -i -cane Awning Co. certifies that the alloy and heat treatment of all metal in this product conforms to the specifications contained in the plans submitted for permit covering this instal- lation. This Awning must be closed and secured to the wall during a hurricane warning or alert. 4.) Anchors to concrete shall be 1 /4"x1 1 /4" Diamond Hammer Drive nai)s or equal. BAHAMA SHUTTER 1001 EAST 24th ST. HIALEAH, FLORIDA STAN WEEKS d. ASSOC., INC. ENGINEERS 3061 N W 7th ST. MIAMI, FLORIDA 4 -11 -66 JOB NO. 5264 -4 1� Lap slat 6" \ when_splicing _ - I - _ -_. _ - -.. I - — - I 1 ._Slat o —_- _-- - -B I � I -- - - — — 24" Max, 24" Max. I 11 I-••--A u 48" c- c 1 Arm Spacing Varies f .250" Anchors @ 18" c -c 2 - #10 x }" SMS 2- Anchors I /4" Pin 1 nchors- 18" Max. ` 2.50" .080" Folded PI. Camel back 3 /4" 0.D. Tube .049" wall TYPICAL PLAN .310" .50" .050" - •015" SECTION A -A AWNING PROJECTED J 7 /8" O.D. Tube .049" wall Camel back hold down AWNING CLOSED 6' 1.50 .050 "Typ. IlTT .015" :015" .187 "T BEAM AO I/4 "Pin 6063 -T6 hold down w o 0 0 2- #10x /2" SMS .080" Folded PI. Camel back SMS 1- Anchor 1.00" .050" Typ. CHANNEL .040" Alum. Sheet Stop. -M "Bolts .080" Folded PI. Camel back V4" Pin Arm SECTION B -B x }" I/8 "x1 Hurricane anchor trap at each Beam M LA CO ri f , f 1 300" N l f , l ROLLED SLAT DETAIL DESIGN CRITERIA: The Bahama Shutter was designed and tested in accordance with the Metropolitan Dade County Building Dept.Policy for plant produced pre- fabricated Rigid Awnings, Canopy Shutters and Canopies dated Jan. 1, 1961, based on the South Florida Building Code. OPEN POSITION Design Load 15 psf Test Load 30 psf CLOSED POSITION Wind Load 28.6 psf Test Load 43 psf NOTES 1.) All Alum sheet shall be 3003 -H14 and all extrusions 6063 -T5 unless otherwise noted. 2.) All screws and bolts shall be stainless steel, hot dipped galv. steel or Alum. alloy 2024 -T4 3.) The following label shall be attached to all Awnings: Hurr -i -cane Awning Co. certifies that the alloy and heat treatment of all metal in this product conforms to the specifications contained in the plans submitted for permit covering this instal- lation. This Awning must be closed and secured to the wall during a hurricane warning or alert. 4.) Anchors to concrete shall be 1 /4"x1 1 /4" Diamond Hammer Drive nai)s or equal. BAHAMA SHUTTER 1001 EAST 24th ST. HIALEAH, FLORIDA STAN WEEKS d. ASSOC., INC. ENGINEERS 3061 N W 7th ST. MIAMI, FLORIDA 4 -11 -66 JOB NO. 5264 -4 123.03 -94 BUILDING & ZONING - ADMINISTRATION PLOT PLAN (Y)i C kRoni FH RESiDE•-IC 2 NO SCALE Legal: Lot No. Block No WA/ /Ne-; ON- ERR., AVE., CT., PL. NORTH ARROW Subdivision SEC TWP. RGE or Metes & Bounds Plat book and Page No NOTE: 1. Show existing buildings and additions. 2. Show distance from property lines to buildings and /or new additions. 3. Locate septic tank or sewer and electrical service. 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. I Date..._... C? .1 PUR 5TaK1 WEEKS fi Ssac Owner's Namo and Addross..,:,01,R Registered Arct and /or Engineer New Building Remodeling Addition Repairs To be constructed of Kind of foundation l oo Estimated Total cost of improvements $ 4' q, STATE OF FLORIDA, COUNTY OF DADE. Permit No 12)(A/1 Disapproved n �J (Signed) ____ i).. i_ !.)'�C( _d Buildi ss. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Date Date__ Inspector L a -1 J PLANNING BOARD DATE v E / 0 2 5 c , Name and address of licensed contractor.IJ R t C t4 ,OW kf 1 N c7 SK W Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 42 NE t'2. ( , 1m t 5 c-1 v t. E S State work to be done and purpose of building (by floors). r-4 S Z set L L 5 P L V rn N v C►1 00 Read, Sworn to and Subscribed before me. )4c. loot e 2J4 Tr f- (ttrlt_Cp}( • A tlfq tv1 SklvnrRS - and for no other purpose. No. of Stories Roof Covering A of Permit $4 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 F1 v ra 11 N C7 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 subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed)._ a �JE . 7ih ev_.4.62. e c -t e-- g 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. Notary Public, State of Florida My Commission Expires Chairman Member Member Member Council Approved Date Disapproved Da NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained f' the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or' materials and /or workmanship. � Member Member .250" Anchors @ 18" c -c 2.50" 2 - #10 x }" SMS nchors- 18!' Max. .50" .050" 2- Anchors /4" Pin .080" Folded PI. Camelback 3 /4" 0.D. Tube .049" wall TYPICAL PLAN .310" .015" SECTION A -A AWNING PROJECTED B J 2 - Bolts 1 /4" Pin 7 /8" 0.0. Tube .049" wall Arm Camelback hold down AWNING CLOSED .015" 1.50" . Iru . 015" .187 "T 2- #10x /2" SMS .080" Folded PI. Camelback Arm SECTION B -B a o m Slat ,- - #10 x }" SMS 1- Anchor 1.00" 2- 1 M"Bolts .040" Alum. Sheet Stop. .080" Folded P1. Camelback — . /4" Pin I/8 "x1 /2" Hurricane anchor trap at each Beam .050" Typ. BEAM O CHANNEL .- 1 /4 "Pin 6063 -T6 hold down DESIGN CRITERIA: The Bahama Shutter was designed and tested in accordance with the Metropolitan Dade County Building Oept.Policy for plant produced pre- fabricated Rigid Awnings, Canopy Shutters and Canopies dated Jan. I, 1961, based on the South Florida Building Code. OPEN POSITION Design Load 15 psf Test Load 30 psf CLOSED POSITION Wind Load 28.6 psf Test Load 43 psf NOTES 1 400" ROLLED SLAT DETAIL 1.) All Alum. sheet shall be 3003 -H14 and all extrusions 6063 -T5 unless otherwise noted. 2.) All screws and bolts shall be stainless steel, hot dipped galv. steel or Alum. alloy 2024 -T4 3.) The following label shall be attached to all Awnings: Hurr -i -cane Awning Co. certifies that the alloy and heat treatment of all metal in this product conforms to the specifications contained in the plans submitted for permit covering this instal- lation. This Awning must be closed and secured to the wall during a hurricane warning or alert. 4.) Anchors to concrete shall be l/4 "x1 Diamond Hammer Drive nai)s or equal. BAHAMA SHUTTER 1001 EAST 24th ST. HIALEAH, FLORIDA STAN WEEKS & ASSOC., INC. ENGINEERS 3061 N W 7th ST. 4 -11 -66 MIAMI, FLORIDA JOB NO. 5264 -4 Lap ! when — — I at I I �1 — I _ 24" Max. ~O I [----A 24" Max. 1 4 8" c -c Max. Arm Spacing Varies .250" Anchors @ 18" c -c 2.50" 2 - #10 x }" SMS nchors- 18!' Max. .50" .050" 2- Anchors /4" Pin .080" Folded PI. Camelback 3 /4" 0.D. Tube .049" wall TYPICAL PLAN .310" .015" SECTION A -A AWNING PROJECTED B J 2 - Bolts 1 /4" Pin 7 /8" 0.0. Tube .049" wall Arm Camelback hold down AWNING CLOSED .015" 1.50" . Iru . 015" .187 "T 2- #10x /2" SMS .080" Folded PI. Camelback Arm SECTION B -B a o m Slat ,- - #10 x }" SMS 1- Anchor 1.00" 2- 1 M"Bolts .040" Alum. Sheet Stop. .080" Folded P1. Camelback — . /4" Pin I/8 "x1 /2" Hurricane anchor trap at each Beam .050" Typ. BEAM O CHANNEL .- 1 /4 "Pin 6063 -T6 hold down DESIGN CRITERIA: The Bahama Shutter was designed and tested in accordance with the Metropolitan Dade County Building Oept.Policy for plant produced pre- fabricated Rigid Awnings, Canopy Shutters and Canopies dated Jan. I, 1961, based on the South Florida Building Code. OPEN POSITION Design Load 15 psf Test Load 30 psf CLOSED POSITION Wind Load 28.6 psf Test Load 43 psf NOTES 1 400" ROLLED SLAT DETAIL 1.) All Alum. sheet shall be 3003 -H14 and all extrusions 6063 -T5 unless otherwise noted. 2.) All screws and bolts shall be stainless steel, hot dipped galv. steel or Alum. alloy 2024 -T4 3.) The following label shall be attached to all Awnings: Hurr -i -cane Awning Co. certifies that the alloy and heat treatment of all metal in this product conforms to the specifications contained in the plans submitted for permit covering this instal- lation. This Awning must be closed and secured to the wall during a hurricane warning or alert. 4.) Anchors to concrete shall be l/4 "x1 Diamond Hammer Drive nai)s or equal. BAHAMA SHUTTER 1001 EAST 24th ST. HIALEAH, FLORIDA STAN WEEKS & ASSOC., INC. ENGINEERS 3061 N W 7th ST. 4 -11 -66 MIAMI, FLORIDA JOB NO. 5264 -4 f .250" Anchors (a 18" c -c 2.50" 2- Anchors /4" Pin nchors- 18" Max. 24" Max, .080" Folded PI. Camelback . 50, 050" 3 /4" 0.D. Tube .049" wall 24" Max. Varies TYPICAL PLAN .310" .015" 48" c -c Max. Arm Spacing u SECTION A -A AWNING PROJECTED 2 - Bolts 1 /4" Pin 7 /8" 0.D. Tube .049" wall Camelback hold down AWNING CLOSED 6 . .015" .187 "T Sl ate' Arm SECTION B -B 2- #10x SMS .080" Folded PI Camelback 1.50" 1.00" c �c w 0 0 0 ��2 -q10 x }" SMS I- Anchor 1 /8 "x1 Hurricane anchor trap at each Beam 050,E Typ. BEAM A O CHANNEL © 1 /4 "Pin 6063 -T6 hold down .040" Alum, Sheet Stop. 2 - "Bolts .080" Folded PI. Camelback - . 44" Pin NOTES n DESIGN CRITERIA: BAHAMA SHUTTER ROLLED SLAT DETAIL The Bahama Shutter was designed and tested in accordance with the Metropolitan Dade County Building Dept.Policy for plant produced pre- fabricated Rigid Awnings, Canopy Shutters and Canopies dated Jan. 1, 1961, based on the South Florida Building Code. OPEN POSITION 'Design Load 15 psf Test Load 30 psf CLOSED POSITION Wind Load 28.6 psf Test Load 43 psf I.) All Alum. sheet shall be 3003 -HI4 and all extrusions 6063 45 unless otherwise noted. 2.) All screws and bolts shall be stainless steel, hot dipped galv. steel or Alum. alloy 2024 -T4 3.) The following label shall be attached to all Awnings: Hurr -i -cane Awning Co. certifies that the alloy and heat treatment of all metal in this product conforms to the specifications contained in the plans submitted for permit covering this instal- lation. This Awning must be closed and secured to the wall during a hurricane warning or alert. 4.) Anchors to concrete shall be:1 /4 "x1 Diamond Hammer Drive nails or equal. 1001 EAST 24th ST. HIALEAH, FLORIDA STAN WEEKS & ASSOC., INC. ENGINEERS 3061 NW 7th ST. NIANI, FLORIDA 4 -11.66 JOB NO. 5264 -4 • Lap when -- -- _ ---- - -- I 1 1 I I � Slat • � f .250" Anchors (a 18" c -c 2.50" 2- Anchors /4" Pin nchors- 18" Max. 24" Max, .080" Folded PI. Camelback . 50, 050" 3 /4" 0.D. Tube .049" wall 24" Max. Varies TYPICAL PLAN .310" .015" 48" c -c Max. Arm Spacing u SECTION A -A AWNING PROJECTED 2 - Bolts 1 /4" Pin 7 /8" 0.D. Tube .049" wall Camelback hold down AWNING CLOSED 6 . .015" .187 "T Sl ate' Arm SECTION B -B 2- #10x SMS .080" Folded PI Camelback 1.50" 1.00" c �c w 0 0 0 ��2 -q10 x }" SMS I- Anchor 1 /8 "x1 Hurricane anchor trap at each Beam 050,E Typ. BEAM A O CHANNEL © 1 /4 "Pin 6063 -T6 hold down .040" Alum, Sheet Stop. 2 - "Bolts .080" Folded PI. Camelback - . 44" Pin NOTES n DESIGN CRITERIA: BAHAMA SHUTTER ROLLED SLAT DETAIL The Bahama Shutter was designed and tested in accordance with the Metropolitan Dade County Building Dept.Policy for plant produced pre- fabricated Rigid Awnings, Canopy Shutters and Canopies dated Jan. 1, 1961, based on the South Florida Building Code. OPEN POSITION 'Design Load 15 psf Test Load 30 psf CLOSED POSITION Wind Load 28.6 psf Test Load 43 psf I.) All Alum. sheet shall be 3003 -HI4 and all extrusions 6063 45 unless otherwise noted. 2.) All screws and bolts shall be stainless steel, hot dipped galv. steel or Alum. alloy 2024 -T4 3.) The following label shall be attached to all Awnings: Hurr -i -cane Awning Co. certifies that the alloy and heat treatment of all metal in this product conforms to the specifications contained in the plans submitted for permit covering this instal- lation. This Awning must be closed and secured to the wall during a hurricane warning or alert. 4.) Anchors to concrete shall be:1 /4 "x1 Diamond Hammer Drive nails or equal. 1001 EAST 24th ST. HIALEAH, FLORIDA STAN WEEKS & ASSOC., INC. ENGINEERS 3061 NW 7th ST. NIANI, FLORIDA 4 -11.66 JOB NO. 5264 -4 • r 123.03-94 L 44'0 NE BUILDING & ZONING - ADMINISTRATION - f}URTZ%CANC FWNlNQ -7 o PE. MR L. or1 rH 102 PLOT PLAN 5 it N 1 TY1 A St4UITE re- PE-AZ Z ZJW S?C04 -4 . NO SCALE Legal: Lot No. Block No TERR., AVE., CT., PL. NORTH ARROW Subdivision SEC TWP. RGE or Metes & Bounds Plat book and Page No NOTE: 1. Show existing buildings and additions. 2. Show distance from property lines to buildings and /or new additions. 3. Locate septic tank or sewer and electrical service. 123.03 -94 BUILDING & ZONING - ADMINISTRATION 1 e L. PLOT PLAN tkI R ~ t c Fl t P W 1V t tv G 17,2 arvi r Vb 1.4 f1 M St-W (`GR r w S2rp -4- 450 PVC c ST., TERR., AVE., CT., PL. NO SCALE Legal: Lot No. Block No NOTE: 1. • Show existing buildings and additions. 2. Show distance from property lines to buildings and /or new additions. 3. Locate septic tank or sewer and electrical service. NORTH ARROW Subdivision SEC TWP. RGE or Metes & Bounds Plat book and Page No