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735 NE 94 St (6)Date Job Addres • Legal Description X Owner /Lessee/Tenet pe Qe-z Owner's Address 13 6 1\1 f 6 1 h `O 1 ac Contracting Co. Address Qualifier SS# Phone 'State # Municipal # Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL y WORK DESCRIPTION: 31 2G j ec) Square Ft. Esti d Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. nature of o ner and/or Condo President 4DD L_ p,63U --too z & 0 y zV wner and/or Condo President [ D9te Date 10050 N.E. 2nd Avenue • Miami Shores, P4orida3138 • Phone: 305 - 795 - 2204 • Fax: 3 My Commission Expires FEES: PERMIT PERMIT APPLICATION FOR MIAMI SHORES VILLA 735 'if, q 51-ese ' TaxFolio ,, qu Angela M Becker • '"� '� DD1500 e • My Commission edxpires November 15, 0, RADON APPROVED: Zoning Ct Mechanical Buildin Historically Designated: Yes No Master Permit # Phone PLUMBING MECHANICAL b4ywc (iceArcf si t QOO Date Signature of Contractor or Owner Builder Date Notary as to Contractor or Owner Builder My Commission Expires E APR Na 5- 756 -8972 C.C.F ' e:2 U NOTARY J .06 BOND BP 03 - 70 ROOFING TOTAL DUE / S ' t-Q V Electrical Plumbing Structural Engineer �' S3� 13 gj Sd /Z. n it. • /..0 �� 9.. n 8..7 11 w 6 r 5 • . Q N 3. 50' 2 70.' /. (35 2/ .„ 22 25 _ ,, 24 25 0 26 50 27 % 7o' - -^ .49.27 /4 c r. / � S95 50' /5 5 /6 • . /7 �� 13 . T. 2.8 .' i VIlk Job Number : 20622 Field Book : 186 - Dote: 9 -30 -86 NOTE : Not vo /id unless seoled with on embossed SURVEYORS SEAL S •'C A L ar E E i = 2400' 04 Fon • MA4. Can idad Penez PnopenJy addkea4. 735 N.E. 94th, St., Noah Miami, non • D.5 TW s.T. JUAN R. MARTINEZ rofession• anti--Surveyor N ° 2160 . State of F)orida SKETCH OF SURVEY . Lot • 18 and 19, 8.eoc , 67, MIAMI SHORES SECTION *NO. 3, accond i ng .to the peat then.eo 6, ad neconded in P.eat Book 10, at Page 37, 06 the Pubti.c Recondb o6 Dade County, F.eon.(Ida. • • The. Nat2ona.e Hood Inbw.an.c -e Rate Map., pubV hed by the G.S. Depa't men. o6 Houd,i.n.g and Unban Peve.P.opment; de.P,i,neates the hene.i.n. deactube.d £and to be zL uated with�.n Zone "A -14 ". Th.ia .c,s a Flood Hazand Zone.. JUAN R. MARTINEZ a ASSOCIATES, /NC. ENGINEERS PLANNERS LAND SURVEYORS 'goo W. PLACLZR ST.. SUITE A -,05 SIAM , FLORIDA 33144 PNCN£ (30P) 562 -7007 I HEREBY CERTIFY . Thof the attached . "SKETCH OF SURVEY" le:resented hereon is true and correct to the best of my know /edge and belief, and meets the "MIN/MUM TECHN /CAL.• STANDARDS "os set forth by the "FLORIDA BOARD OF LAND SURVEYOR'S; pursuant to Section 472.027 F/oriaa Statutes. • Sou /es as shown President fre_ /a/a• / 2' 4". l S' C•' A L E • •I " -' 2 O' V i hoc �n� �FJ?L. POLF� r P�jG� / nom cC Wire Fcnc� / o.,o C� Cam: C� r , • _ CGeor c7. 30' /1 C),) IC I3. /0' 20 70' • a• i o n - 4/.30 /_'S79 'c.O.S... Res. N° 73 & F.�. Ed4 /0.82 <10 /0 • Pored.- m //• 8 O /„*. /9.90 9 V &V VIII?' 'C? pn n tc fly 5 (/ L 0 7t) • c_ /8.70 /.3. 25.00' 9. 5 x r 25. 00' m o o czeor �o�ln d Q_ P/ A A. L • N LJ • rih CFN 1 16 - 7= r — 1 t' X X :?c: - • N. 1C : f 10 -1 3c� ='Y t� =4 E _c — S 1053 X -.3 • X 712 s7 EA:Z-1 SCE • om 7c X1/7 - !T A:C - --_ - - X - zi Z=7 :.310•c "CZ, _ 1G 1• cTrc E TI ON j - ON IL11/2 X2 1 /8 AT WT OOO I L1 I/8'X 2 - X.030 - ,AT RICH T000R • 2 X 1 X 0.02r OiANHEI. 0.016 0008 SKIN PRODUCT REVISED as coplytag tfe McSda Balding Code Aeseptaace NoOZ Ezpirattoo Date PRODUCT RENEWED ACCEPTANCE CE No. 0 1-- a 43 0 . o 4 IDOPOINTION DATE PIA 4 /2.00 6 f0C)UCTa2' klROL DIVLSION am.ZXNO CODE COMPLIANCE MICE .030' ZEE ZEE DOOR TAIL NOT SiOMN FOR CLARITY APPROVED AS COMPLYING :1TH T1'_ SOUTH DA BUILDING C)DE DAT BY FRG C M � I ,( 4 OUR Dil.G OE COMPt,At CE I.-r:CE •.CCEPTANCE NO 4 /43 -0 r 0-43-01 .. ar■a - O ( oaarr Rag an 4 . MR MEM( R sow rag SECTIONS & DETAILS aua8 1104 HOC! 6' X 5'. 8' X 6'. 8' X 8' do 10' X 8' UTIUTY SHEDS •,..A ' a= „_„ ARROW GROUP INDUSTRIES 1101 N. 4111 STREET "• .. BREESE. IL 62230 (618) 526 -4546 swims NA S A A. L • N LJ • rih CFN 1 16 - 7= r — 1 t' X X :?c: - • N. 1C : f 10 -1 3c� ='Y t� =4 E _c — S 1053 X -.3 • X 712 s7 EA:Z-1 SCE • om 7c X1/7 - !T A:C - --_ - - X - zi Z=7 :.310•c "CZ, _ 1G 1• cTrc E TI ON j - ON IL11/2 X2 1 /8 AT WT OOO I L1 I/8'X 2 - X.030 - ,AT RICH T000R • 2 X 1 X 0.02r OiANHEI. 0.016 0008 SKIN PRODUCT REVISED as coplytag tfe McSda Balding Code Aeseptaace NoOZ Ezpirattoo Date PRODUCT RENEWED ACCEPTANCE CE No. 0 1-- a 43 0 . o 4 IDOPOINTION DATE PIA 4 /2.00 6 f0C)UCTa2' klROL DIVLSION am.ZXNO CODE COMPLIANCE MICE .030' ZEE ZEE DOOR TAIL NOT SiOMN FOR CLARITY APPROVED AS COMPLYING :1TH T1'_ SOUTH DA BUILDING C)DE DAT BY FRG C M � I ,( 4 OUR Dil.G OE COMPt,At CE I.-r:CE •.CCEPTANCE NO 4 /43 -0 CHANNEL DOOR ELEVATION 18 EA PANS.. /10 X 7/16' MACHINE SCREW W/ HUT 2 EA PANEL /10 X 1" SCREWS AT CCRHERS Of PAM- -9 DOCK SON 0.016 - . ^/ ED& Ail v HINGE (TIP 2 RACES) 2 X 1 CHANNEL 0.023' TFICK (TYPICAL) PANEL W10TH VARIES L TYPICAL PANEL FASTENER ELEVATION 0.030' 2EE 9 1S/32' TYP 2' X 1' X 0.023" 0.016' DOOR SKIN 6' REF 1 1/4" 28 3/4" TYPICAL WALL PANEL NOTE: PANEL WIDTH • VARIES 4' x 1 1/2' X 0.060' CHANNEL 0.023' JAJJB SECTION HINGES (2 TOTAL) 4T11 6 - 3/16" FLAT HO MACHINE SCREWS AHD NUTS 1 • PAN1 T1cCKVESS .Oi C" 1 /I N ANGLE 2' X 1 3/8' X 0.060' SECTION t>fl v 3/8 "I x a' Ltx1C ANOIOR 80LTS AT 24" 0.C. AT SCE AND BACH WADS. 12 MAX. O.C. AT FRONT. WALL ALTERNATE ANCHM HILT1 K %K 80LT 11. 3/8'I X 5' LC CONCRETE ANCHOR w/ 2 1/2' EUBE'DIIENT. METRO OAOE COUNTY ACCEPTANCE 193- 0224.04. 6 X 6 - 10/10 MELDED WIRE MESH `) ALT. - /3 BARS AT 18" 0.C. E.. WAY 5 WALL OR ROOF PANELS WALL OR ROOF CHANNELS 1" X 4" x .023' — CHANNEL 4' x 1 X 0.025' .-0'W* EL 2' X 1 X 0.023' 0.0.30" ZEE 2' 1) 60( DOOR FLOOR FRA11E 0028') ROCf SECTION l 1" X 1' X .028" BRACE AT ROOF BEAMS ONLY w //10 UAO!!HE SCREWS & NUTS SECTION SECTION 2 ROWS /10 X 7/16' MADI. SCREWS AT 8' CH CENTER L 7/8' 1 1/8' X .028' /10 X 1/2' SCREW L 1 7/8' X 1 1/4' X .028' WALL ANGLE o SCREWS PER PANEL) (2 /10 X 1') (6 /10 X 1/2') T VERTICAL ANGLE TO CABLE PANEL RETURN 90LT VERTICAL ANGLE TO C48L E PANEL. RETURN R0( PA'13. AN= 1 T/8" X 1 fly) X 0.021: - - J SECTION 0 MA.C31Nt1E SCREWS /�10 MA 4. 11HE SCREWS ( TOT 010.• THI0c r. 4.0 P " ' . . . . . 1 5 • • (t PU P#J.ZL) SECTION WALL PANEL NUT F1.001 FRAME (0.0281 SPACER 3/8'I ANO10R BOLTS , (SIM roUNOATION PLAN ANO SECna1 FOR 11EQU1REME7ITS) ALTER:ATE ANCHOR: 3/e'I HIITl CONCRETE ANCHOR • PRODUCT REVISED as complying with the Florida &8 Code Ac«p+aaallo02 - • 4 .; •• .0 Eipintloa Date • i PI 0 . Ardid lead Dade .. act Control Division WALL CHANNEL CORNER CONNECTION PRODUCT' RENEWED AOCEPTANCE N. C 1- 0 FXPtRA'fI0:1 DATE G 2 �� PROutruipoNTROL DIM ON BUILDING CODE (Xk1PUANCL OFFICE APPROVED AS COMPI.Y't:G Y::sk{ TrZE SOUTH f10 DA BU'.O ••G C( E DAT cb-/— T ��Y� BY PRO BUILDING CODE COMPLANCE 0 rr'r ACCEPTANCE N0. :. 3o.o4. ., /c o1 -,ti eSkt `1 r I P-14-04 e00c o3.0n 10moS Mi. CHANNEL DOOR ELEVATION 18 EA PANS.. /10 X 7/16' MACHINE SCREW W/ HUT 2 EA PANEL /10 X 1" SCREWS AT CCRHERS Of PAM- -9 DOCK SON 0.016 - . ^/ ED& Ail v HINGE (TIP 2 RACES) 2 X 1 CHANNEL 0.023' TFICK (TYPICAL) PANEL W10TH VARIES L TYPICAL PANEL FASTENER ELEVATION 0.030' 2EE 9 1S/32' TYP 2' X 1' X 0.023" 0.016' DOOR SKIN 6' REF 1 1/4" 28 3/4" TYPICAL WALL PANEL NOTE: PANEL WIDTH • VARIES 4' x 1 1/2' X 0.060' CHANNEL 0.023' JAJJB SECTION HINGES (2 TOTAL) 4T11 6 - 3/16" FLAT HO MACHINE SCREWS AHD NUTS 1 • PAN1 T1cCKVESS .Oi C" 1 /I N ANGLE 2' X 1 3/8' X 0.060' SECTION t>fl v 3/8 "I x a' Ltx1C ANOIOR 80LTS AT 24" 0.C. AT SCE AND BACH WADS. 12 MAX. O.C. AT FRONT. WALL ALTERNATE ANCHM HILT1 K %K 80LT 11. 3/8'I X 5' LC CONCRETE ANCHOR w/ 2 1/2' EUBE'DIIENT. METRO OAOE COUNTY ACCEPTANCE 193- 0224.04. 6 X 6 - 10/10 MELDED WIRE MESH `) ALT. - /3 BARS AT 18" 0.C. E.. WAY 5 WALL OR ROOF PANELS WALL OR ROOF CHANNELS 1" X 4" x .023' — CHANNEL 4' x 1 X 0.025' .-0'W* EL 2' X 1 X 0.023' 0.0.30" ZEE 2' 1) 60( DOOR FLOOR FRA11E 0028') ROCf SECTION l 1" X 1' X .028" BRACE AT ROOF BEAMS ONLY w //10 UAO!!HE SCREWS & NUTS SECTION SECTION 2 ROWS /10 X 7/16' MADI. SCREWS AT 8' CH CENTER L 7/8' 1 1/8' X .028' /10 X 1/2' SCREW L 1 7/8' X 1 1/4' X .028' WALL ANGLE o SCREWS PER PANEL) (2 /10 X 1') (6 /10 X 1/2') T VERTICAL ANGLE TO CABLE PANEL RETURN 90LT VERTICAL ANGLE TO C48L E PANEL. RETURN R0( PA'13. AN= 1 T/8" X 1 fly) X 0.021: - - J SECTION 0 MA.C31Nt1E SCREWS /�10 MA 4. 11HE SCREWS ( TOT 010.• THI0c r. 4.0 P " ' . . . . . 1 5 • • (t PU P#J.ZL) SECTION WALL PANEL NUT F1.001 FRAME (0.0281 SPACER 3/8'I ANO10R BOLTS , (SIM roUNOATION PLAN ANO SECna1 FOR 11EQU1REME7ITS) ALTER:ATE ANCHOR: 3/e'I HIITl CONCRETE ANCHOR • PRODUCT REVISED as complying with the Florida &8 Code Ac«p+aaallo02 - • 4 .; •• .0 Eipintloa Date • i PI 0 . Ardid lead Dade .. act Control Division WALL CHANNEL CORNER CONNECTION PRODUCT' RENEWED AOCEPTANCE N. C 1- 0 FXPtRA'fI0:1 DATE G 2 �� PROutruipoNTROL DIM ON BUILDING CODE (Xk1PUANCL OFFICE APPROVED AS COMPI.Y't:G Y::sk{ TrZE SOUTH f10 DA BU'.O ••G C( E DAT cb-/— T ��Y� BY PRO BUILDING CODE COMPLANCE 0 rr'r ACCEPTANCE N0. :. 3o.o4. I P-14-04 e00c o3.0n 10moS Mi. IAN /Cvaol R �>� SECTIONS It DETAILS ear& Mot ..reef 6 X 5 8 X 6'. 8' X 8'. & 10' X 8' UTILITY SHEDS •••• n jCV3 i am - ,, ARROW GROUP INDUSTRIES 1101 N. 4TH STREET BREESE. IL 62230 (618)• 526 -4546 r•••• we CHANNEL DOOR ELEVATION 18 EA PANS.. /10 X 7/16' MACHINE SCREW W/ HUT 2 EA PANEL /10 X 1" SCREWS AT CCRHERS Of PAM- -9 DOCK SON 0.016 - . ^/ ED& Ail v HINGE (TIP 2 RACES) 2 X 1 CHANNEL 0.023' TFICK (TYPICAL) PANEL W10TH VARIES L TYPICAL PANEL FASTENER ELEVATION 0.030' 2EE 9 1S/32' TYP 2' X 1' X 0.023" 0.016' DOOR SKIN 6' REF 1 1/4" 28 3/4" TYPICAL WALL PANEL NOTE: PANEL WIDTH • VARIES 4' x 1 1/2' X 0.060' CHANNEL 0.023' JAJJB SECTION HINGES (2 TOTAL) 4T11 6 - 3/16" FLAT HO MACHINE SCREWS AHD NUTS 1 • PAN1 T1cCKVESS .Oi C" 1 /I N ANGLE 2' X 1 3/8' X 0.060' SECTION t>fl v 3/8 "I x a' Ltx1C ANOIOR 80LTS AT 24" 0.C. AT SCE AND BACH WADS. 12 MAX. O.C. AT FRONT. WALL ALTERNATE ANCHM HILT1 K %K 80LT 11. 3/8'I X 5' LC CONCRETE ANCHOR w/ 2 1/2' EUBE'DIIENT. METRO OAOE COUNTY ACCEPTANCE 193- 0224.04. 6 X 6 - 10/10 MELDED WIRE MESH `) ALT. - /3 BARS AT 18" 0.C. E.. WAY 5 WALL OR ROOF PANELS WALL OR ROOF CHANNELS 1" X 4" x .023' — CHANNEL 4' x 1 X 0.025' .-0'W* EL 2' X 1 X 0.023' 0.0.30" ZEE 2' 1) 60( DOOR FLOOR FRA11E 0028') ROCf SECTION l 1" X 1' X .028" BRACE AT ROOF BEAMS ONLY w //10 UAO!!HE SCREWS & NUTS SECTION SECTION 2 ROWS /10 X 7/16' MADI. SCREWS AT 8' CH CENTER L 7/8' 1 1/8' X .028' /10 X 1/2' SCREW L 1 7/8' X 1 1/4' X .028' WALL ANGLE o SCREWS PER PANEL) (2 /10 X 1') (6 /10 X 1/2') T VERTICAL ANGLE TO CABLE PANEL RETURN 90LT VERTICAL ANGLE TO C48L E PANEL. RETURN R0( PA'13. AN= 1 T/8" X 1 fly) X 0.021: - - J SECTION 0 MA.C31Nt1E SCREWS /�10 MA 4. 11HE SCREWS ( TOT 010.• THI0c r. 4.0 P " ' . . . . . 1 5 • • (t PU P#J.ZL) SECTION WALL PANEL NUT F1.001 FRAME (0.0281 SPACER 3/8'I ANO10R BOLTS , (SIM roUNOATION PLAN ANO SECna1 FOR 11EQU1REME7ITS) ALTER:ATE ANCHOR: 3/e'I HIITl CONCRETE ANCHOR • PRODUCT REVISED as complying with the Florida &8 Code Ac«p+aaallo02 - • 4 .; •• .0 Eipintloa Date • i PI 0 . Ardid lead Dade .. act Control Division WALL CHANNEL CORNER CONNECTION PRODUCT' RENEWED AOCEPTANCE N. C 1- 0 FXPtRA'fI0:1 DATE G 2 �� PROutruipoNTROL DIM ON BUILDING CODE (Xk1PUANCL OFFICE APPROVED AS COMPI.Y't:G Y::sk{ TrZE SOUTH f10 DA BU'.O ••G C( E DAT cb-/— T ��Y� BY PRO BUILDING CODE COMPLANCE 0 rr'r ACCEPTANCE N0. :. 3o.o4. } 3' -5 1/2' FRONT ELEVATION FRONT ELEVATION FRONT ELEVATION FRONT ELEVATION N • i SIDE ELEVATION 6' X 5' BUILDING SIDE ELEVATION 8' X• 6' BUILDING 8' X 8' BUILDING 10' X 8' BUILDING SIDE ELEVATION SIDE ELEVATION ROOF PLAN . ROOF PLAN ROOF PLAN REAR ELEVATION ROOF PLAN • :EAR ELEVATION FOUNDATION PLAN REAR ELEVATION REAR ELEVATION 3/8'0 X 8' LC ANCHOR °COS 0 24” MAX O /C. ' 3 /8'• X 8' LC 1/2 ANCHOR ears 0 FRONT BEY. FOUNDATION PLAN FOUNDATION PLAN FOUNDATION PLAN NCTES: DEWCN cRIFERL1: LOADS: 3 /8'0X8"LC ANCHOR BOLTS 0 24' MAX O /C. LAIV VIS' 3/8'r APPI AS COMPLYING V13'.! DT 6 iir ANCHOR BOLTS o FRONT o.Ev. SOUT ORIOA 8U6LDINC COLT OAT - X41 - 3/8'. x er LC ANCHOR BOLTS 0 12 MAX O /C. : ?. 1 i FI X:F OA 0.11.1•"• COOr A_tiCE 7 - 68 i1MND LOADS ONLY) DEAD LOADS: USE LOADS 111'C LOADS: ACTUAL LOADS 15 PSF 73 MPH PER ASCE 7 -88 PANELS: CHANNELS & OTHER MEMBERS: BOLTS & SCREWS: ANCHOR ear& RCNFCRCRiC STEEL: CONCRETE PRODUCT REVISED as complying »UL the Florid* Bailing Code Aentpteace No E:pintioa Mete Nita Div bloa PRODUCT RENEWED AOCE? TANCE No. O 1 O Dy PRODL. B1 JIL DiNO T1ON DATE b • ALTERNATE ANCHOR: HILT1 kWX 8aT D. 3/8'• X S' LC CONCRETE ANCHOR W/ 2 1/2' EMBEDMENT. METRO OADE COUNTY ACCEPTANCE r23- 0224.04. BY PRODUCT COT AST11 ASTL ASTL ASTL1 ASTL 2.000 net Cost A625 -76. Fy - 10 KS A527 -80. ry — 55 K9 M018,Fy— 30 KS A -307 A -613. GRADE 40 PS AT 28 DAYS .03 O(o 3G . G ¢ Zoo 'TROL DIVISION COMPLIANCE OflCE BUILDING CODE CC /.0 ::}.CE ACCEPTANCE NO. _4k -.41(P")-9 1 1 AFI L I D I 0 J a' -10 1/4' p.•. QLR,.[bO.f • C W sit IRS PLANS & ELEVATIONS ScALII yr - r ' 6' X 5', 8' X 6'. 8' X 8' do 10' X 8' UTILITY SHEDS OWN VI 4 C 1 ° " „, : - . 7 ARROW GROUP INDUSTRIES 1101 N. 4TH STREET BREESE. IL 62230 (618) 526 -4546 } 3' -5 1/2' FRONT ELEVATION FRONT ELEVATION FRONT ELEVATION FRONT ELEVATION N • i SIDE ELEVATION 6' X 5' BUILDING SIDE ELEVATION 8' X• 6' BUILDING 8' X 8' BUILDING 10' X 8' BUILDING SIDE ELEVATION SIDE ELEVATION ROOF PLAN . ROOF PLAN ROOF PLAN REAR ELEVATION ROOF PLAN • :EAR ELEVATION FOUNDATION PLAN REAR ELEVATION REAR ELEVATION 3/8'0 X 8' LC ANCHOR °COS 0 24” MAX O /C. ' 3 /8'• X 8' LC 1/2 ANCHOR ears 0 FRONT BEY. FOUNDATION PLAN FOUNDATION PLAN FOUNDATION PLAN NCTES: DEWCN cRIFERL1: LOADS: 3 /8'0X8"LC ANCHOR BOLTS 0 24' MAX O /C. LAIV VIS' 3/8'r APPI AS COMPLYING V13'.! DT 6 iir ANCHOR BOLTS o FRONT o.Ev. SOUT ORIOA 8U6LDINC COLT OAT - X41 - 3/8'. x er LC ANCHOR BOLTS 0 12 MAX O /C. : ?. 1 i FI X:F OA 0.11.1•"• COOr A_tiCE 7 - 68 i1MND LOADS ONLY) DEAD LOADS: USE LOADS 111'C LOADS: ACTUAL LOADS 15 PSF 73 MPH PER ASCE 7 -88 PANELS: CHANNELS & OTHER MEMBERS: BOLTS & SCREWS: ANCHOR ear& RCNFCRCRiC STEEL: CONCRETE PRODUCT REVISED as complying »UL the Florid* Bailing Code Aentpteace No E:pintioa Mete Nita Div bloa PRODUCT RENEWED AOCE? TANCE No. O 1 O Dy PRODL. B1 JIL DiNO T1ON DATE b • ALTERNATE ANCHOR: HILT1 kWX 8aT D. 3/8'• X S' LC CONCRETE ANCHOR W/ 2 1/2' EMBEDMENT. METRO OADE COUNTY ACCEPTANCE r23- 0224.04. BY PRODUCT COT AST11 ASTL ASTL ASTL1 ASTL 2.000 net Cost A625 -76. Fy - 10 KS A527 -80. ry — 55 K9 M018,Fy— 30 KS A -307 A -613. GRADE 40 PS AT 28 DAYS .03 O(o 3G . G ¢ Zoo 'TROL DIVISION COMPLIANCE OflCE BUILDING CODE CC /.0 ::}.CE ACCEPTANCE NO. _4k -.41(P")-9 1 1 AFI L I D % 0 J a' -10 1/4' } 3' -5 1/2' FRONT ELEVATION FRONT ELEVATION FRONT ELEVATION FRONT ELEVATION N • i SIDE ELEVATION 6' X 5' BUILDING SIDE ELEVATION 8' X• 6' BUILDING 8' X 8' BUILDING 10' X 8' BUILDING SIDE ELEVATION SIDE ELEVATION ROOF PLAN . ROOF PLAN ROOF PLAN REAR ELEVATION ROOF PLAN • :EAR ELEVATION FOUNDATION PLAN REAR ELEVATION REAR ELEVATION 3/8'0 X 8' LC ANCHOR °COS 0 24” MAX O /C. ' 3 /8'• X 8' LC 1/2 ANCHOR ears 0 FRONT BEY. FOUNDATION PLAN FOUNDATION PLAN FOUNDATION PLAN NCTES: DEWCN cRIFERL1: LOADS: 3 /8'0X8"LC ANCHOR BOLTS 0 24' MAX O /C. LAIV VIS' 3/8'r APPI AS COMPLYING V13'.! DT 6 iir ANCHOR BOLTS o FRONT o.Ev. SOUT ORIOA 8U6LDINC COLT OAT - X41 - 3/8'. x er LC ANCHOR BOLTS 0 12 MAX O /C. : ?. 1 i FI X:F OA 0.11.1•"• COOr A_tiCE 7 - 68 i1MND LOADS ONLY) DEAD LOADS: USE LOADS 111'C LOADS: ACTUAL LOADS 15 PSF 73 MPH PER ASCE 7 -88 PANELS: CHANNELS & OTHER MEMBERS: BOLTS & SCREWS: ANCHOR ear& RCNFCRCRiC STEEL: CONCRETE PRODUCT REVISED as complying »UL the Florid* Bailing Code Aentpteace No E:pintioa Mete Nita Div bloa PRODUCT RENEWED AOCE? TANCE No. O 1 O Dy PRODL. B1 JIL DiNO T1ON DATE b • ALTERNATE ANCHOR: HILT1 kWX 8aT D. 3/8'• X S' LC CONCRETE ANCHOR W/ 2 1/2' EMBEDMENT. METRO OADE COUNTY ACCEPTANCE r23- 0224.04. BY PRODUCT COT AST11 ASTL ASTL ASTL1 ASTL 2.000 net Cost A625 -76. Fy - 10 KS A527 -80. ry — 55 K9 M018,Fy— 30 KS A -307 A -613. GRADE 40 PS AT 28 DAYS .03 O(o 3G . G ¢ Zoo 'TROL DIVISION COMPLIANCE OflCE BUILDING CODE CC /.0 ::}.CE ACCEPTANCE NO. _4k -.41(P")-9 A . 0 sse-t ci-c7(40 M'AMV3ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Arrow Group Industries, Inc. 1101 N. 4` Strcct Breese, IL 62230 . SCOPE: This NOA is being issued under the•applicable rules and regulations govcming the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by thc Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (ir: Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. . . . This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida = '_' ing Code DESCRIPTION: Cold Formed Steel Utilit . • s APPROVAL DOC l . • rawing No. SI, S2 and S3, titled "6' x 5', 8' x 6', 8' x 8' & 10' x 8' Utility Shcd ", sheets S 1 through S3, prepared, signed and scaled by R.T. Wharton, P.E-., dated July 14, 1998, bearing the Miami -Dade County Product Control Approval stamp with thc Notice of Acceptance number and approval date by thc Miami -Dadc County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dadc County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and therc has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after thc expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any othcr purposcs shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be causc for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dadc County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of thc NOA' is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the uscr by thc manufacturer or its distributors and shall be available for inspection at the job sitc at thc request of the Building Official. This NOA revises NOA # 01- 0430.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. MIA111 -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 NOA No 02 -0401.03 Expiration Date: August 24, 2006 Approval Date: May 09, 2002 Page 1 FLORIDA 8011,TE The Sunshine State ' 1 FELIPE PEREZ ' /. • =735 Nr9T " tit 33138\0000 .., 1 . 4 0411 0 NNW 4 97-17-32 M 5-05 • 0 tirawsloonumbiA -1995 . P620-240-32-25770 2001 CLASS: E • Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/5/2003 Applicant: CARIDAD Owner: PEREZ JOB ADDRESS: 735 NE 94 Contractor Local Phone: Parcel # 1132060141990 Building Permit Permit Number: BP2003 -670 Legal Description: MIAMI SHORES SEC 3 . PB 10 -37 LOTS 18 & 19 BLK 67 LOT SIZE 100.000 X Fees: Description Amount FEE2003 -2472 Building Permit Application Fee $60.00 FEE2003 -2473 CCF $0.60 FEE2003 -2474 Notary Fee $5.00 Total Fees: $65.60 Total Fees: $65.60 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 10/22/2003 Construction Value: Work: STORAGE SHED AND CONCRETE SLAD TO PLACE SHED Signed (INS} In consideration of the issuance to me of this permit, I agree to p conformity with the plans, drawings, statements or specifications si done by either myself, my agent, servants or employes. Signed: PEREZ CARIDAD ST Contractor's Address: Page 1 of 1 DATE RECEIVE ROM ��OR c..) Applicant: CARIDAD PEREZ Owner: PEREZ CARIDAD JOB ADDRESS: 735 NE 94 ST Miami Shores Village 10050 NE 2nd Avenue Printed: 5/5/2003 Contractor Local Phone: Parcel # 1132060141990 Signe� : INSPECTOR) Signed: Building Permit Phone: 305 - 795 -2204 Permit Number: BP2003 -670 Contractor's Address: Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 18 & 19 BLK 67 LOT SIZE 100.000 X Page 1 of 1 Fees: Description Amount FEE2003 -2472 Building Permit Application Fee $60.00 FEE2003 -2473 CCF $0.60 FEE2003 -2474 Notary Fee $5.00 Total Fees: $65.60 Total Fees: $65.60 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 10/22/2003 Construction Value: Work: STORAGE SHED AND CONCRETE SLAD TO PLACE SHED In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. (Contractor or Builder) BY: STATE OF FLORIDA, COUNTY OF DADE. ss. Disapproved (Signed) _- Chairman .. _.. . . Member .__. Member . _ Council Approved MIAMI SHORES VILLAGE BUILDIN' INSPECTION DEPARTMEN' APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the det,.iled statenien■ of the plans and specifications herewith submitted for the build- ing or o her structure her i, described This ..t tdicaac.. is made in compliance and con•o w,th the Building Ordinance of Mia ii Shores Village, 11or:da, and all pro. isions of the Laws <f the State c•f Florid. all o d-nances ,,f Mi .iu Shores Village and all rules and regula ;ions of the Building Dir,.i i of '..ram: Sho.. illage '1 e -o, ipled with, whether herein specified or not. A copy of approved plans and specificati. ms must be kep. at building durin , progress of the work. Date / 4 ' '" `S il ._ Owner's Name and Address. _.____ _ _ 66.4aL No. Street_ Registered Architect and /or Engineer._ Name 'lid address of licensed contractor ._ ._ Location and legal description of lot to be built on: Lot. __ __ _ Block. - _ _ Subdivision. -- -- __ - • - -- c / _ -- - -- _ - - -. - Street and Number where work is to be done. __ ___ _ - 7�`_ ,� ' j 21 ,,_ State work to be done and purpose of building (by floors) Remodeling.. _.__ _ _. Addition . . ,19 can ewe ether purpose. New Building_ - No. of Stories To be constructed of .._ _ . Kind of foundon. Roof Covering / 5v ati ad Estimated " .tal cost of improvements $_. ___.. _ Amount c`. Permit $_.. Repairs. Zone rubage required ._ Plan Cubage_._.._ Distance to next nearest building_. _ _Size of Building Lot Maximum live load to be borne by each floor .. __ _- hereby submit all the plans and speci- i,•ations for said building All notices with reference to the building and its construction may be sent to - -- -- -- - - - -- - - -- - The unde signed appli ant for th s building permit does hereby certify i'iat he understands and accepts his obligations as an employer of 1- bor under he Florida Workmen's Compensation Act bcng S. -t'on ::"'.') 5 Go: pled Gen al Laws of Florida P r anvil S•ippl, Went, and h s compl ed w:th he prov' cons thereof, and will :equire s nuiar col i'; tan e from all contractors or subcontractors emplo cd by him in the wo k to he p rf Hied under th s pern it and ill post or caus to lie nested fur inspection on the site •f the work sii •h public not e or otices as are requir d 1•y the Act. The u. 'l,r igu -d agrees to employ only sech , ibcontr � s, w'r to be per ; n, d der this permit as are licensed by M am. Shores \ it ge. Remarks_ (Slgied) Before me, the undersigned authority, a notary public, duly authorized to adir.nister oaths ..nd take acknowledgments, per.onall : p- peared - to me well known, and who, being by me first d lv , :worn, upon oath depoees and says that he is the of th aboc• de c ibed istr - - __ therein by him stat d are tr ie. B Permit No ... .__ Date. _- __ Bead, Sworn to and Subscribed before me. Date_ Notary Public State of Florida Building Inspector My Com:nis. ion Expires_ PLANNING BOARD DATE Member Member . Member Datt• Disa ;.rrotir.,l . Date NOTE: A charge of $1.00 will be made for Making corrections ar -hinges to this application .ft.-r approval 1: s 1 0, a btn iced from the Planr ng Board. A re- inspection fee of $1.00 will be charged when such re- inspection is m ncces.ar} by improper notice k r insp• t•,e' or It ty materials and /or workmanship. N° 1503 Lot I Street Address Approved use by occupancy CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Miami Shores Village, Fla., S' 8- 5� Owner, Agent or Tenant of Building Block ' Subdivision ), 4. Remarks. V This Certificate of Occupancy is issued to the above named for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or strugtures. ,r' 0 � t BU LDI DIVISION OWNER•S NAME )ean Clausen PRESENT ADDRESS LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) '35 N.E. 94th St. LOT 18 -19 BLOCK 67 SUBDIVISION MS Sec. 3 GENERAL CONTRACTOR Same ADDRESS PHONE NO. LICENSE NO. BUILDING PERMIT NO. 12788 2 -18 -52 DATE 14.00 PERMIT FEE $ BUILDER'S BOND 1400 T6 W� 8 NO. DATE ZONE PEQUIREMENTS 17,500 CU. FT. PLAN CUBE 17.792 CU. FT. EST. COST $ 10,000 DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: DATE X NEW CONSTRUCTION TYPE CAS p� STORIES 1 ROOF CONSTRUCTION the INTERIOR CONSTRUCTION oak floors, plaster walls and REPAIRS DESCRIPTION ceilings 2 bdrrn,- livine pornh, livjne rnnm 2 hathq., dining roam, kitnhAn, g$rA ALTERATION DE ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RESUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO./ 7 ') ISSUED' BY /O TO / �11- 1, P , BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE e NEW BLDG. I ALTERATION 1 ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE / $ SEPTIC TANK S SEWER TEMPORARY SERVICE S SOLAR HEATER H. W. HEATER CONN. $ GAS RANGE CONN. S S MOTORS $ INSPECTIONS DATE I BY 1 RE- INSPECT I BY RE- INSPECT BY ROUGHING ,�- -- . $ ,1 GAS DATE BY RE- INSPECT BY SEWER BY TEMP. SERVICE SEPTIC TANK ROUGHING SOLAR HEATER H. W. HEATER CONN FIXTURES RANGE CONN. CONTRACTOR � -' PHONE PERMIT NO. - DATE - FEE $ NEW BLDG. I ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. S RANGE CONN. S MOTORS S FIXTURES S $ ,1 INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL - - 1) t • I NSFECTIONS .:ATE BY RE INSrECT -- d FOUNDATION f _�EA115 & LINTELS -- -_ + - -.� — FINAL CLE.;\ CO NTRACTOR PER.`.(IT NO. BUILDING INSPECTIONS -r 4- 4- DATE APPROVAL. TO POWER CO. FOR SERVICE DATE PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS F.L- :\EFLCT PHONE FEE $ it EY BUILDING ❑ DATE —.. 195 ELECTRICAL n PERMIT N? 1278 8 PLUMBING ❑ ROOFING ❑ Work to be performed under this Permit Owner of Building Architect Oontractor or Builder Legal Description Address of Building Lot CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA Bl. Subdi- vision Value of Project $ Contractor's License No Icy..4 V 4111, Signed BY INSPECTOR Amt. of Permit $ BY AUTHORITY This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. N9 1503 CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Miami Shores Village, Fla , Owner, Agent or Tenant of Building Lot Block ; Subdivision Street Address Approved use by occupancy Remarks. This Certificate of Occupancy is issued to the above named for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known es the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. BUILDING DIVISION ADDRESS 735 N.E. 94th St. LEGAL lots 18 -19 bl. 67 RECORD GARBAGE TAX - Dean Claussen PAID BY 2 ..1�+ fj-52 YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER DM Sec .3 MkIMI SHORES VILLAGE BlILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date (4/C1 Approved Correction Re- Insp'n Fee ❑ Type Insp'n 5 � ( / � � i t yni1(_ .Q/✓IU(, Act-Y Permit No. aO Name 1 22--1 - 1 - 4 3 Address - 7 55 NC. €7 Company Btvali 1 `f Q.0 rx.c." Phone # 305 Inspection Date MMI SHORES VILLAGE B 4LD'ING DEPARTMENT 305- 795 -2204 Building Inspection Request Date (Z Insp'n ?fr.: 2s ie(t) Q r� Permit No. IJ) (' (0 - 1 Name I - _c? cc Address J l& (c '7 y ( - Company Phone # D T S " 00 Inspection Date 1 21/(c Approved Correction Re- Insp'n Fee ❑ C ■ r ? E ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer Q"I'1'. 'I'VI'E Outlet, Appliance QTY. 'rvi'I.: Service Repair QTY. A/C Central 1 -3 Ton Fan Dryer Vents, Number of Outlet, Wall Ventilation, Cost Service, Temporary Air Handler, Tons A/C Central 4 -7 Ton Piping, Flammable Liquid Fire Pump Outlet, Switch Fire Sprinkler System Signs A/C Central 8 -15 Ton Bath Fan - Vented, # Fixture - Fluorescent Pressure Vessel Oven Space Heater (kw) A/C Central 16 -20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Solar Water Heater Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System - Process/Pressure Piping Cap - Fixture Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Pump and Abandon PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. 'I'YI'E Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Draintield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 2' IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. ST Signature of O er ORIDA, ! Y OF MIAMI -DADE Print Name Sworn to and subscribed before me this IS day of C73 . j • Signature, ry blic - Srat6 I l SEAL: COMMISSION NUMBER N �jr 00091767 e MY COA MISSION EXPIRES Or FA J.1'd. 25,2006_ d Type of Identification Produced: PERMIT APPLICATION STATE OF FLORIDA, COUNTY OF MIAMI -DADE Sign ctor / Qualifier Lb' v o w Pe/co O n�i fl'G Print Name 'C Sworj to and subscribed before me this C5 day of 3 Signature of No SEAL: / r oridaANGac w l >! COMMISSION i.(W Lt Q n 00081767 ;„ m P MY COMMISSION EXPIRES I - -- Op F� � JAN. 25,2006 Dct Personally known OR, Produced Identification Personally known OR, Produced Identification Type of Identification Produced: Page 3 RECEIVED AND REVIEWED BY: DATE: PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. CONTRACTOR /� - .,��� Name VL1 i& A ° Q A W /�{��`� License No. (A2 A o ` , /! �' o C/ s / � J � W s Address 8Q0 W • 8 4 ST Telephone0s 5 - 5 .- 3 45 o Fax Qu?r amev4 U Ptiq oo e1rs4'C ENGINEER Nam e'( / � n �• P. a €Z Name e v Po. 9' 5 T' �A' 1,400 5b U t►' License l�x Address all 00 t • 1(e 5� Telephone } •■• Relocation of Structure ` 1 _ .9 r / / v � d i/ Fa Fax Foundation Only SECTION Nam e'( / � n �• P. a €Z Y 9' 5 T' D 'TE/ Zoning l�x Fax /`,. /J- G,; Electrical Relocation of Structure Shell Only Foundation Only Mechanical Add'I Attachment Other Add'l Detachment Plumbing Other Fire Public Works /d47/03 Structural Building Official ✓ OCT 2 0 2 PROPERTY OWNER Nam e'( / � n �• P. a €Z Address 735 Av 4 9' 5 T' Home Telephone Business Telephone Fax TYPE OF MANAGEMENT (✓ ) V New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other Page 4 • OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) Cl FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) 03 (X . 6. x/1000 (¢.005 / sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES 5C. -DO 0 3qq TOTAL $ ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 - 2207 • FAX (305) 756 - 8972 • http : / /www.miamishoresvillage.com Step I. Step 2. INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: 1 $ 5 t-r -Ag• ` q Address Apt. Folio Number Lot I, l l LL Bloc (p7 Subdivision/ • A 0 1 . 4 ' 3 PG Linear Feet Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE ( ✓) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Address Name License No. Telephone Fax r Mi Q g S h z- et- City State Zip Description of Work c� ��oi &) co C' E X 9 S. PERMIT APPLICATION Master Permit No. 'BP c - O 3 - Subsidiary Permit No. Zoning Q !'( L Square Feet !/`T `/ Units Floors Value of Work of 7 0 O • Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. Go' 539' 4 4.23 c //Art h 50' l2, 50 � n M. r 10 a 9.. 0 8. .1 .7 /' w 6. r .5 '4 u 3. 50' 2 7a 1_ n IQ .69.27 , /4 � 39 50' l5 50' /6 . /7 , % J .11 , 20 .,. 2/ ., 22 23 . :I 25 2 50 . 27 :t 70 24 `TD. Job Number: 20622 Fie /d Book : 186 -45 Date: 9 - - NOTE; Not valid unless sealed with on embossed SURVEYOR'S SEAL ett a_LE' S C A L E /" = .200' Fon • Mnh. Can.idad Perez Pnopenty addne6.6: 735 N.E. 94th. St., North. Miami, F.eon.ida JUAN R. MARTINEZ 4 ASSOC /ATES, /NC. ENGINEERS PLANNERS LAND SURVEYORS SKETCH OF SURVEY . • Loth 18 and 19, /Mock. 67, MIAMI SHORES SECTION N0. 3, accondcng to .the gat' JJtelceos, ah neconded .i.n P.eat Book 10, at Page 37, o6 the Pub.Q,i.c Recondh Dade County, Ft on.i-da. The Nati,.ona.Z F.bood Inzunance Rate Map pubt.1,6hed by the. U.S. Vepa/rtment o6 Houb.Lng and Urban Dev Lopment, de.P.i,n.ea.e6 the he .e,i.n de6ci bed .land to be. .i taated , w.c th.i.n. Zone "A -14 ". Th.i,6 .c,6 a F.food Hazard Zone. • 8500 W. fLAGLER sr.. SWTF A - /OS MIAMI , FLORIDA 33/44 . PNON£ (300 552 -7007 / HEREBY CERTIFY ; That the attached. "SKETCH OF SURVEY " - esented hereon is true and correct to the best of my know /edge and belief, and meets the s 'M /N /MUM TECHN /CAL • STANDARDS" as set forth by the "FLORIDA BOARD OF LAND SURVEYORS pursuant to Section 472.027 Florida Statutes. • JUAN R. MARTINEZ rofesso, s and---Surveyor N ° 2/60 . State of Florida Scales as shown President r N c C r r 0l fqp. 'kf\ � CLear fre(_, ate Kt S C• ' A &WI V L E / = 20' ■LER U. PobE. r t : 7 ) s _.. . -- Ohre Ge- � l . 0. /0 - CLeor o. 30' Cleo! - 4/.30 b Res. N 73 • F. 41/ /on /0.82 62/o • m /9.90 9. /8. 70 .5 nn X3.00 25.00 /0000 5 9..5o' 00 - / o o ,. r � �1 FO G!n 0' 'pipP/ REVISIONS U!niatrol Quality Aluminum Products, Inc. j j j Cliinatrol •Quiiliiy AltiminuiII PI`atfucts, Inc • .890 :W. 84 St. • ` • ... Hialeah ,FL ' 33014 Your application:foc Notice ofACceptanee, AIuminun p'ritItted Se '± en` Euclosuires ' under, Clt pteir~' thcCo a of tvltsm ` Constriletion : p lotcly..de3 rtdC+ hirfiot Qf :County `Rrtincisut J.:C1ttitttinttri, R.A. Misnii =l nde5'Cbanty ••• auildii1g Cade.;Co,Inplienee Oftiee • • .This sliallttot be ve erthe ex �roduct:01 rnateritd at time froim S' .,. roduet nor motcr inl, "failsstb , `use ; _ of sticli . product deteimuted' 1 _ `tMfil . Building'Co • The expense ACCEII 'A This apphcation for Product Approval hes` . Code and Produt •Revievt Coiranittee :to be used in Midfii =' forth above: APPROVED: .1 1/16/2000 • .10950001�`Q neto slnod4e aemptance corer, ge doc • _ _ .. - "l..a: i ni:.',.rxr::�:t . J:a..e...,1 N.+p: MIAMI -DARE COUNTY, FLORIDA METRO DADS' FI AOLER BUILDING :. BUILDING. CODE COMPLIANCE a N • . 1' • METROMADL PLA • . 140 WEST STREET, SUITE 1603 • . • MIAMI, t ; (303) 373 29 1 AX (3 5)3754708 CONTRACTOR I.ICENSINGSEC ' • . (303) 35,2327 f AX (303) 37512558 CON r I• . A305) 31 �296b AX (305)37S- A305)3154 ( :Mumma 3) 37 0V 42 2 F fAX (303) 372 439 (30 ri ht O Occurs this : the:. :qu tlity t�tttro tc5ting = =.. . okd, IPdidify.i10C `sttspe�!d: the;: : , _ : okd.tlus • if. i t ' Is .tho South) Florida :. nth `rif_ :an d °`uppwr►v'ed by thc:: brido llndet`'.tl .*onditiops set, Cli a o NO _ CE OF AC SCOPE • 1997, :; It ee tao X7!31:16, : which was issued on December 11, This renews the Notice Of Acceptance N p :., ratned �Screcn Enclosure, :.as ' describedf in Section 2 , ofion for Notice: o ' approves :an AYum�num. P .. . :. �::as� determih ed: by: SFBC Chapter. ..... . Acceptance,' des igned to:comply'1vinth. the � South � g � Code, °:1.9 Dada .COunty, for the locations where the ■ ∎preisure require rini d: by: $s• . 23, do`not exceed:the Design Pressure Rating values indicated in the appr PION: • 2.' PRODUCT DESd i ts components shall: be' : constructed in strict This :.Aluiniiium :Framed: Screen Enclosure Rr�timatrol south',�Prep` • .compliaiice with��the follovviiig docviments: � l)raVvitig iced ort Jurie�12,1995r sheets 1� and 2 of � :and . �.' Ramms�Enginecritig Inc., dated July x i�t rev iY �oductiControl and r: dated June`6, :1995; aheet 3 of .3 • all beating the pliemt Dade Lorin �v dates° by the 'Approval and Renewal`stamp*I.with;: :the Notice of Aceeptane numbersri d na p fter be i�efe red to as the approved County Product�Cofitfol Division: ' fihese datuiriertts shall - . drawings. :` LIMITATIONS .:: • ,All�� � P ermenent set `coiYrpbrients, included but not limited` to �tnbedd prOtected against'corrosion; contamination aid danusge at al .rim ... uaJ INSTALLATION liance This Aluminum Framed Screen Enclosure and its components shal be installed in strict conipplia with the approved drawings. Apermanent label with' the manufacturer's g ► name or logo,' o city, state: and the following' statement: ' Miami i D County ade Coun Product. Control Approved," shall be attached to the bottom of each chair rail. • 6: . BUILDING PERMIT REQUIREMENTS' copies of the following::' 6.1 . Application for building permit be- accottrpanied�by , 6.1.1. This Notice of Acceptance. • Notice of • . 6.1.2 Duplicate copies of the approved drawings, as identified in-Section-2 for of th proposed Acceptance, clearly- : marked:. to . show,: the .: components selected . installation. • , • • 6.1:3 ny: other document required bythe Building`Of#icfal or the South Florida: Building' Code (SFBC) in order to properly evaluate the installation or tili5 system. d cts Inc ACCEPTANCE:No. : .. . : t i� . APPRO . . EXPIRES : 12!11%10 . • . Helmy A. akar, : P.E• = Product Control Examiner Product Control Division • • • APPROVED EXPIRES STANDARD * C 11/16/2000 • • ��i1112005 — • has been filed -and d flit Renewal of this Acceptance (approval) :shalt, be considercdafter a renewal: app lication are -ho en filcd ight . original' submitted documents,• including testrsupportmg data,: engineering doquments, _ • (8) years. state, and the . Il�be ennghent�ly Jabeled with:the manufaeturees•name ity, state an the 2. Any all approved products sha P roved , ot`. a eatftc y ade: Coun PredUct Control App ti • follovrriitlg stateirient: "Miantt -D rY specific conditions of this Acceptance. ' `•Redewals iofAcceptance•yvill not beconsidercd if :: •• a. wilding Cod • .:• ting:the:evalutitidit` df' .:- product :'Those has been a ;ohenge� ttt the�SoirthYlaond :. • :'and-the pioduct islnot in•conrptianc0 * tlt thecodc c1tanges. roved The •product *3 ito lohgd'r.�the sarito pr duct (idontita» a t'e uiratrients of this a cceptance, including ih� , f ther:Acceptance <holdet�.has �rtot comp �uvith 9 c orrect installation of the�prOdivat. wired ,docuuson tion initially re at = signed and sealed the req : The �'engineert ��wlib ;ydrigiiiall� p • • • .• • submitted; :is no longer ptaoticing the eiig iheetting profess ion. • anufaetdl'e:df thtr�prodUct or proaasssh:tl[�autatnad�lly � Any revision •or change in th ®lnaterals, use, andlar m . i�val ha .been ,�qunsted � (�rouglrahe! .... be cause for stenttlnstioil` of this Aceeptailce unloss prior •wtittefl 8pp . Elli of d kc isiot application witk appropriate fee):and gtdnted by this offi Any of the following shall also be�grounds for removal of this Aeceptance: e rf`e;rfance cif this�prod o dct r p r o cess a :Unsatisfactory p ,, for ;ales. �adveitigin6 br , a other b. " Misuse of this ; Acaaptanee 'as' an endorsement of° a p pur . ance number receded •`by the words Miami- Dade_County, Florida; •add followed by ilia 6. The Notice of Accept .P expiration date. may be displayed 'in : advertising:;literature. -• If any:portion -of the..Notice • o : P displayed; then it shall be done in its entirety. . . . • lies shall be A 'copy this. Acceptance as. well as approved drawings and other: do1abt for n9ecdott at the job site provided to the user bythe manufacturer: or its distributors and shall be .av t at all time.: -The engineer needs not teseatthecopie9: ' section of this 'Acceptance : shall be . cause for termination . and removal of • 8. Failure to comply with :any • • . . Acceptance. .. . - • 9. This Notice of Acceptance consists of pages 1; 2 and this last page 3.• • END' OF THIS ACCEPTANCE: t Helmy A. alcar, P.E.- product Control Examiner Product Control Division . . : , ' . BEAM AND :COLUMN SCH By MARK SIZE Ti T2 TYPE • MAX. BEAM SPANS • AT GIVEN SPACINGS PRCDUGCCONTROL s' -o' 1 5' -6• 1 6•-0' 1 6' -6• 7• -0' 7•-6' 1 8• -0 1 gD =1).lO COD£COMPLWNC Bo. Dm. 2 a 2 .055 .055 I4E> 6• -11' 6' -9' 6• -7' 6' -4' 6' -3' 6' -1' 5• -11• • Dos BM X 3 .055 .055 SNAP 9• -7' 9' -3' 9• -0• 8' -9' 8' -7' 8• -4• 8• -2' Bo. Sm. a x 4 .062 .062 SNAP 12• 12' -2' 11• - 9' 10• -I1• !0• -8' TYP. CROSS Boa 11m. 2 x 4 �� ®�� 12.-r x: 11m. Boa m. 2 x S 17'-r 16• - r 7-a • Boa Bm. 2 X 6 .130 .055 LAP 19• -%( 11' -r 1a' -r ta• - t .120 . . osa SNAP 1r -11• 19 1a• -r ta• - tr -1? tr -5 1r -r .130 .068 SNAP 22• - 11' 22• -3' . 21• -r 21•-? 20' -C 20•-1' 19• -r .130 • .055 21•-r. 20• -r • 19• -r 1e• - 11 • 1r -3• ir 17--r .280 • .070 - • 27' -1• 26 -3 25• -5•. 24' -9• 24• -2' 23' -7' 23' -2' .224 . .072 20' -8' 27' -9• 26' -11' 26' -3' 25' -7' 25•-0• 24'-6' .224 ; 29•-0 211•-r 2r -: 26•-r 2D' -11• 2Y - r 24' -1? SNAP BEAN '. . .224 . 31 -5 30' -5• 29• -3• 28• -1' 27' -1' 26• -2• 25' -4' T - 1 v1 '" Boa Dm. 2 X 9 .320 1 .082 . LAO 34' -3• 33' -3' 32'-3• 31' -5' .30•-e' 30' -0' 29• -4• Boa Bm. 2 a 10 .360 ; .092 LAP 3a• -T 3r-4' 36• -r 35•-4 34• -r 33• -r 33•-Nf a PURUN TABLE a HEAVY UNE IMITATES WAXIUVU SPAR FOR r GUTTER 'r BRACKET. NO LMT TO 5 CURER BRACKET. i T -2 .055 • .LDV I SLAXIUUU SPAN - 7'. AS PURUN AND CMMRRJJ • u H7..1.17: IVUWUU SPAN - a• - R AS PURUN AND CHAIIRA. B MAXIMUM SPACING Of PURLINS • 84'. MAXIMLRS i MSC, AREA IN ANT PLC. • 56 SO. fT. o . 14AXIUUV sPACIW N'S G or 2X2 CHAIRR - 60' ANC. N = WXRNU14 SPA[ HG or 3X2 CIWRRAI S .. HO 7t Ayr. • SPANS SWN ABOdt ARC CLEVI SPANS: r VAT BE ADDED 10 EACH SPAN SItO.1L MARE: SIZE Ti 12 TYPE MAX. COLUMN HEIGHTS AT GIVEN SPACINGS s•-o• 1 s' 1 6' -o' 6•- 7 7•-6•. 1 B' -0• . LAP-BEAM Col 2 X 3 .055 .055 SNAP 6• •8• 6•-6• 6' -2' 5• -11' 5• -9• 5•-7' 5• -4• • Bos Col. Boa Col 2 X 4 2 X 4 .062 .120 .062 .055 SNAP M L-1' 9' -2• 11' B• -r 10' -7• 8' -4' 10' -I' 8• -0' 9•-8' 7' -9' 9•-4• 7•-5' 9' -0• 7• -3' 8' -9• .055• Doi Cot. 2 a 5 .062 .062 LAP 13' -4' 12' -9' 12' -2' 11• -9• I1' - 4' 10•-11• 10•-7' Boa Col 2 X 6 .130 .055 LAP 15' -10' 15' -1• 14' -5' 13•-10' 13•-4• I2' -11' 12'-6• Boa CoL t 71 7 .130 .055 SNAP 16' -6' I5• -9• 15• -1' 14• -5' 13• -1I' 13•-6. 13• -0• 2 X 2 PURUt' Boa CoL 2 X 7 .280 .070 UP LA 22' - 0• 21 20• -9• 20' -1' 19' -4• 18• -8• 18' -1' Boa Cot. 2 X 8 .224 .082 LAP 23• -10' 23' -1' 22' -1' 21' -3• 20• -5' 19' -9' 19' -2• .OS ••a NOTE' MAX SPACING or CHAIRRAILS 1S 78• SPANS SHOWN ABOVE ARE CLEAR SPANS. 4 MAY BE MOW TO EACH SPAN SHOWN. X3 2 AND 2x4 NON -LOAD BMOC 602 [OUIJA'S lux BE INCREASED AN AOOIT1D14A1 10 2 TO THE HCGHIS SH0*14 A60�C • • 1 X 2 PATIO J. min Gcall/tad TO RE744JN 71C SAVE . )JOT[S• DESIGN CRITERIA. SOUTH FLORIDA BUILDING CODE ` ASCE 7 -88 1) ROOF' AND SIDES SHALL IC COVERED VITH SL'RLE!! CLOTH 3E1/4 602 �'CN DR GREATER C4 LT. . L2 DESIGN VINO 1..1.1 WAD AD W 1 DX 19.6 PSI' 2) TIC EXISTING STRUCTURE MUST DE CAPABLE Of SUPPORTING TIC LOADED SCREEN ['CLOSURE TEST LOAD VIM IN 1 OUT 29.4 PSF 3) ICTAL STRUCTURES VITHIN 5 rt. Or SVIMMING PCtLS SHALL DC GRDJ4DED PR NJ:.. 680 -22 R� LIVE LOAD LP 1. DOV14 10.6 PSI' 4) ANCHORS TO CONCRETE Q UUJLSONRY SHALL. BE 3/8X ANCHORS OR APPROVED EOUDOW TEST LOAD LP 1 DO ---�- 15.9 PSF L CF OTICRVISC SPCC1fICD. DLECT1DN LIMITATION MESS + 1../80 . AllotIN.91 N-LEIT 6063 -T6 UNLESS DT140RV11•C SPECIr1ED.< CARRY BEAM TABLE , • • T.. .T ♦..,,-. � »LJ4' STOG :TTr ey.m:+saHw� LS... „� ' r >AL CARRY BEAU a, • .11111111111121 CLEAR SPAN or . 2 2 6 CARRY 11CAM MAX SPAR Dr SCREEN ENCLOSURE CLEAR SPAN or 2 2 T CARRY SEAM MAX. SPAN 1X' SCREEN E'CLDTURE • 10'- 0' •MAXIMUM 14'- 0' . 'MAXIMUM •• ..�I.�r...M v or BOX BEAN 80X • 12'- 0' 'MAXIMUM • 16'- 0' , t 27' -7• ' � ' �� GARRY BEAU 14'- 0' 'MAXIMUM 16'- 0' • t0' -1' NDICATES • I •\ 16'- 0• 23' -4' LO' - 0' s 14• - 9' t i ANOLES Wml ' m i THRUBOLTS rx i ANGLES. 1/8' ES 18'- 0 14'-0' 22 •- 0 ' .. 10' -1' 2 1/1'1r r TIAUBOCIS NO , 2- +1+ott 3/r L$CS AS Lowy ' ; NON- COASTAL. ZONE ( ASE,: 7 -88 ) Ac�.,� - oq(3• • 1aHAXIHUH SPAN SHOVN IN BEAM TABLE ABOVE. 7-oo5' VISION E OFFICE r THRUBOLTS. 4' 1/4' RADwA �t S U•L U �1r S PEC - B 0 U- BRACKET MAY PROPERLY POSmot N..1. • \ "V 8 • 21'. 14A2 . SPECK: U - BRACKET . .22 THX X 117TH 1/r RADIUS 1 1 /ra 1 1 /r. 1/r D%AG0)4AL MUD BRACING. , USE 3/14'. 5a (DEPTH or BEAM) PLATES ON ALL MERIDR ROOF BRACES )HIRE D41UUOR SPUCE PLATES EGO N01 COST. CORNER ROOF BRACE DETAIL •R • 2X2X1/4•. STRUCTURAL ANGLES 1/4' THRUBOLTS AND 3 /8"x 3 ANCHORS AT EACH COLUMN. USE 1/4' ANCHORS BETWEEN COLUMNS ON 24' CENTERS. 114 2 1- SUS MAY BE USED 04 PLACE OF THRUBOLTS. HUN. 8'X8' CONTINUOUS FOOTING V/ 1 65 ) ETAIL OF ANCHORING TO FOOTING EX( S ANCHOR BOLTS TO EXTEND 1 1/4' BEYO CHATT. DR BRICK PAVC)CNT SURfACCS NOTE: 'COLUMNS ALONG END WALLS REQUIRE ONE PAIR Or 2 %2X1/8' ANGLES : UNLESS COLUMNS ARE 225 OR GREATER. THEN TWO PAIR or AI(GLES ARE REOUI RED . THIS PLAN IS 04VAUD UNLESS SIGNED AND SEALED ROBERT S. VONSOUR FOR EACH SUBMIfTA` REPRODUCTION AND APPROVAL OF 11415 PLAN OR ANY PAR; THEREOF FOR CONSTRUCTION OR ANY OTHER USE BE DONE BY RAUUS ENGINEERING, INC. • 8' MAX ROOF BRACING LAYOUT 3.44 RAMC on LNG[ os°' 11a1 LOOS*: • VRtH USING - TA 4 1/2' 1 USE 3 /1re 5e (DEPTH OF BEAU) P 014 A:1 INTERIOR ROW' BRACES 'WHERE D4TTRIOR SP•.JCE PLAITS 00 NOT COST. 1115 UMBER 6 TO BE USED roR A.. ROOF 8IU P1G. 35' MAX ( E"4 d 1 1 /4'. 1 1/4'. 1/r DIAGONAL WU. '5 BRACING. , ^ J !Z1 a 110 X 1 t, r sus. / 2 EACH SIDE OF COLUMR. PULED DlILRULCLY. 0 . 0 1 1/4'X r TAPCONS / MAY BE USED AS FOLLOWS: 2 TAPCONS FOR UP TO 12' -0' SPAN 4 TAPLDIIS FOR.UP TO 24' -0' SPAN. AT EACH COLUMN. AND 20' 1314 CENTER BETWEEN COLUMNS. USE 2%2X1/8' ANGLES FOR SPANS UNDER 16'. FOR SPANS OVER 18'. 4 - 2 %2X1/!; BASE ANGLES // MAY BE USED AS SHOWN 114 PLACE OF 2 - 1/4 ANGLES ON COLUMNS SUPPORTING BEARS. 4 ANGLES, .1/4•X 3' ANCHORS HAY BE USED. APPROVED AS COMPLYING WITH THE Sari FLORIDA BUILDING CODE OAT _f. , 2-19 5 BY PiODUCT. CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO � t? 0 V V W 1 E v •4..) b O cow Q y, _ cv oo CT zc 6 �rJ L"' 1tD CND I 1• 11 I t,zoAva2 ' M 4 1 72' VARICI ' O O 0 0 2 � 0 O O typical O 12P -- sr typical 9 3/r.1_1 9" BOX BEAM 10" BOX BEAM MANSARD BOX BEAM SPLICE DETAIL )OX CO.U1+ 'U' D4'.i1 . V/ 1/4' TIRU KLTS )DX COLUMN i TOP WV • 'x' PAM 2X2 PURLIN 1X2 PATIO ( 2X3. 2X4. 2X5 AND 2X6 BOX BEAUS ) USE 1 /ex TX 8' STRAPS WITH 6 f 14 SI.1S TOTAL. ( 3 EACH SIDE OF SPUCE ) S • ( 2X7. 2X8, 2X9 AND 2X10 BOX BEAUS ) USE 1/65 2'X 12' E ex...rt-p1bE OF SPUCE ) 14 1 14 SUS TOTAL 3/1r X 1 1/4" STRAPS MAY BE USED IN PLACE OF 2 ' STRAPS. 6" BOX BEAU, 1 0 0 0 0 0 O 0 0 0 0 1 I typical 7" BOX BEAM 2X2 'U' CHANEL V/ . 1/4' THRU BOLTS /4' THRU BOLTS K — BRACE DETAILS ALL PLATES 3/16' PLATES PITH 114 SKS AS SINN CUT PLATES TO riT INSIDE OF BOX BEAMS AS SHOVU 01: DETAIL vAnd typical 8" BOX BEAT.: 0 0- 0 O 0 TYPICAL ELEVATION . 3DX CELLO* REPRODUCTION AND APPROVAL Or THIS PUS OR ANY PART THEREOF FOR CONSTRUCTION OR ANY OTHER USE SIW1 ONLY BE OWE BY RAJL.S ENCOLEERII:G. D1C. 6ct UAx. 1 Asti � r BEAUS. �0 O \ 0 4 1/4" 3 /IC MATES TO REINFORCE ORCE BOX COLUUN AT BRACES. • 2' 1C1m. FASCIA .. 1X253/16 ANGLE 10' LONG AT EACH SCREEN RDDF BEAR 110 S.M.S. BRACE 0 0 0-1 1 — e 1 1 0 typtcd � — T-1 4" BOX BEAM 3" BOX BEAM typical T—{ 5" BOX BEAM 1 7/8" PfOKA TS rx r5 1/r 11 AN`LLS 4' Ut 1111)1 KM TRUSSES AND 114X5" SWS TOP VIEVDF 'IC' BRACE CONNECTION 27.2'Xl/B'AUGLE VITH 2 110 S.K.S. IN EACH LEG BASE micas tt1N rx 2'X %/C IA-CLAN/a. D'TIDLAL / 1/4" WDL 714CI01ESS 1'X TX 3/lr MOLE. T LONG WITH 3 -1 /r 11411.190LTS 10 COLWN. ,''RISER X 12' VIDE ALUM. RDDF PANEL NOTE* LARGER PLATES HAY BE USED IF REQUIRED. THIS PLAN IS INVAUO UNLESS SIGNED .1140 SEALED BY ROBERT S. WONSOUR FOR EACH SU8u1TTA;. COLUMN VX3'Xl /B' ANGLE ON EACH SIDE STRUCTURAL . GUTTER DETAIL 2X2 ROOF UE.BERS. SPECV. 2 Al EACH ALU+NW BAITER FASTO+CD TO rum •a11 V/ 3 5/16'x 3' LAGS • 1X2 K)CR 714 J 1'X2- 1/2'X1/16' COVER PLATE wm4 110 sus .. 110 x 1 1/2' SuS DID WALL COLUMN OYERLAP 1CAK TO =time FASTEN 911TH 3 f 14 SUS EACH UDC AS SI4?V1:. USE 4 114 SUS NM r e02 L 902 sox XAIIS 1 rx 2'x 3/16' ANGLES 2' Lehi FASCIA TXtx3 /16' ANGLE 3' LONG CONNECTION V/ 1/4' THRU BOLTS USE 2"X NGT z TX 3/1C AES AS �VN. NRU HI VITH TVO 1/4' TILTS 1. TVD 318' LAGS TO rISCla 114 SUS MAY BE USED IN PLACE OF 1/4 THRUBOLTS ALTERNATE 1' FASCIA WITH 2' SUB FASCIA. 414 SMS AS SHIM 2'xZ"tt/B'AN0.0 • •TTH 2 1 14 SUS IN UN LEG 13y TV O 1/4' 1141U 50:TS DR 4 *14 SKS IVO 1/4' 1/4' TI4RU BOLTS STRUCTURAL GUTTER BEAR THRU BOLTS W VASHERS 2X2X1/8' ANGLE V/ )14 SHS AND 3 /C: T IWCHORS TYPICAL. EACH CORNER 1/4' THRUBOLTS AS swot. • CORNER DETAIL COLUrei BEAR 70 .COLUHN CONNECTION CDNTINUDUS D1VERTE:R 8DX BEAM (optional) 2x2 5/16'X ' LAGS • 4AT EACH BEA.1 12' ETC. STAGGCRCD • FOR CABLE BRACWC AND S GUTTER DETAILS SEE MCC MCC 13. 2'1:M1/WANGLE 2 114 SHS TO THE COLUMN 3 1/t X G X . t. and I /4'x 3' ANCHORS JCT RENEWED AL 3 4 - X 1/6" PLATES BOX BEAM 4 14 SUS AS SHOWN. _ . e 2X2 BRACE 9.1111 1/C PLATES EA END NTTK 114 SUS AS SH0x1:. 2X2 SNAP AND 1X2 SNAP., f 1 SPEOAL 2 -0t.' i r %A K AT EACH ALIAnn.Ju RA+TO( rASTDI© 10 rAScv. ' t 3 0 /n'5 S LACS CBS WALL • COLUMN 1'X2- 112'X1/16' COVER PLATO WIN 110 sus coul1HUDUS 172 KCreCR wTD4 114 x 1 T/t Sus 2r O.C. ALONG GUTTER. r ►oc rA eN. EXTRUDED MISTER- INDICATES 3/C X C LAOS Al EACH KN'AM CCNER PLATE WTTH Ito SUS. • '30X I2Ax r . r ual BLOCK CO J ANGLE1' Tx t/C 1/4" 1141L/BOLTS AS SHOIAL BOX BEAM DETAILS CONTINUOUS 1X2 2:24/1C ANCLE5 x/ 1/4% 3 ' ANCHORS AND 114 5146. USE 3/C ANCHORS FOR 2.0 AND GREATER BEAUS. \ BOX COLUL.R 252X1 /B' ANGLES DOUBLE 202 WITH ��- 3/8'X 6" LACS. 2 AT EA. COL AND AT 24' 0.C. • 1/2: SUS. EXTRUDED GUTTER FASCIA CONNECTION FOR DOMES SPECIAL 2 BRACKET T LONG. 4" WIDE CUfIEJ*S 0tlLY. �- g p .'s 1 ^T -. - I 1 :i 114 X 1 1/2' SUS 1 Ctl1TOI 105 )COY. )CAN COOCCTION 'USE t: rx 3/16' ANGLES 111TH 3/C LAGS TO FASCIA ARO 1/4' THRUBOLTS TO BEAU. 1115. 4' WIDE CUTTER WAY BE USED AS SHOWN ON BEAU TABLE' SHEET 11 ( WAX LOAD - 11001 ) INDICATES 3/Cx r LACS AT EACH BEAU LOCATION CAULK Ds LAG CUTTER BRACE DETAIL 2 - 110 X 1 1/2' SKS CACH mum 2x2 PURLINS 110 SKS 24' D.C. TOP AND 107TOK 1s 1/16' U CLIPS VITH 110 X 1' SKS AS SHDVN );¢PROVE0 AS COMPLYING Wall THE 'SGUWH FLORIDA BUILDING CODE n dAT _ • 19�1•� BY f'' * DUCT CONTR►L DIV.SION 8111101NC CODE COMPLIANCE 011 ICE AtCEP1ANCE NO.J�•-��lJ� 1 m FEEMIRN !WM i I PLIMTVA ■ • V QOUR = LD 8 ! . : • £10._ /. P /t4 `? 1 C7�i'• ■■•••■■■ END NON LOAD BEARING VALL SQUARE FOOTAGE 1 -145 1 146 -273 1 274 -363 1 364 -416 1 417 -443 TDTN MT T CABLES Di Di RIM UTAD BEARING PALL ' • 2 1 EA. END 4 2 EA. END 6 3 EA. END 8 :: , 4 . EA: END 10-: 5 EA. END SPECIAL Z BRACKET 7' LONG. 4' WIDE GUTTERS ONLY. 3.75" 5 " Z— BRACKET O C4 N .n. • T I` .220 .216 :190 — — —}}— -4— #14SMS #12SMS #10SMS 6' SUPER BRACKET VITH (4) 3/8' X 2 1/2'. BELTS TD FASCIA PRODUCT RENEWED ACCUTANCENe. (Y) - () I3 14-# EXPIRATION DATE Z /11 IZUOS BY PRO 4 =�- ALTERNATE NTROL BUILDING CODE COMPLIANCE PEE 4.825' 4.700 ALTEZIAME CUTTER SIZL CUT 1104 1x5' Nal .125 • v8' STADdESS STEEL, CABLE 1/8' STAD1.fSS STEEL CABLE =LE CINRESSIi NStEEVFS 1/8' ANGLE BRACKET VITM (9) 114 X 3/4'. SKS TO VALL MEMBERS EYE -BOLT VELDEED CLOSED V1TN DOUBLE NUTS COFPRESSION SLEEVES 1/8' STAINLESS STEEL CABLE • TIP RAIL 3' AS.TX A -36 SM. CLIP .YITH (2) 3/8' x 3' SLEEVE kt:IMS TO CWCRE1t DECK THIS CLIP MAY ALSO BE USED ON SIDE Cr • „,/ CONCRETE SLAB. MAIMAIH 2' } 1t EDGE DISTANCE. . CABLE BRACING DETAIL 6' SUPER BRACKET VTTII (4) 3/8' X 2 1/2' LAG BATS TD FASCIA FASTEN SUPER GUTTER TD T}E KIST STRUCTURE VITN 1/4'x 2 1/2' LAGS 2E' O.C. . 3/8' SLEEVE ANCFER 1 1/4'X55/8' X1/8'AAT w Z 1• 2' . x 1/4' ANGLE E EACH SIDE OF Riff BEAK M 9 VFTH (4) 114 X 3/4' SxS TD RODE BEM MD (2) 3/8' X 8' LAG . BELTS L 3) 414 X 1' SKS TO GUTTER a l -V z a f ej ROT BEM g stg 114 8 t*TEJ WEN 1x2 PERKIER MEMBER IS USE>), USE 2 SETS ff 1/4' " GUTTER BRACKET DETAILS • QUANTITIES ABOVE ARE FIR 3 SIDED ENCLOSURES. REFER TO ENGDEE 'S SITE SPECIFIC PLAN FIR Dna CONDITIONS. USE DE SET IF CABLES ON RETURN VALLS FIR SPANS ITVER 16 FEET. • — 1/81' STAIMISS STEEL CABLE DOUBLE. CI}IPRESSIDNSLEEVES • APPRCVED AS COMPLYING YHITH THE SOUTH FLORIDA BUILDING CODE eY PR '•' UCT CONTROL IVISION BUILDING CODE COMPIIAN EOFFFICE ACCEPTANCE N0.9C 6. WEV►SIOHS • 1 1 U U QUSO IR RS JJ Juur 6 J 995 r SHOWN .3 q 2 ®Z0 ..�.�, Ct t S.7',;17 rpD S r a? P � � p r -' -� �� �r -1 (� ^'f�" d �:�.:. r; ..9.ti �eJ.� ��5 �o ✓,- q 67, �eL, ,"� �rM.0 Ra•�w., [� 1 G i °nY �� ° f,B dr`l ��hC; �qt `����f' '5�������i� a• a „ , l'.GV oo. � J .��� Fs pp , J S C MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date /zs/3 Time Type Insp'n � ..1.C� Permit No. 1 2 .001 - h Name Address 1 3 ' l . Company L 7(` - Phone # aS- ?S ! -5 7 For Inspect- . ) b -3 r Name CZI Approved Correction ❑ 2 OrLit Y �3 Re- Insp'n Fee ❑ Date Type Insp' — Permit No. — Name — Address Company 49 Phone # For Inspector: Approved J Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTM 305- 795 -2204 Building Inspection Reques (7Name & Date Time MIAMI SHORES VILLAGE BUILDING DEPARTM 305- 795 -2204 Building Inspection Reque Date Time Type Insp'n Permit No. / J� Name Address 7 3 S 7' 9 Company / P R /J4_ Phone # (/ For Inspector: Approved Correction Re- Insp'n Fee Name & Date