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CC-13-2139 (4)
Miami Shores Village s Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING h'l��ti-� PERMIT APPLICATION Permit Type: BUILDING Permit No, FBC Z0, O Master Permit No. CC -9-13-2139 ROOFING JOB ADDRESS: 8880 Biscayne Blvd. City: Miami Shores County: Miami Dade zip: 33138 Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Tropical Chevrolet Phone#: Address: 8880 Biscayne Blvd. City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: Lc -2- i (or--rl 0' 2-4 CONTRACTOR: Company Name: GSD Contracting LLC Phone#: 954-961-4222 Address: 4675 Anglers Avenue City: Fort Lauderdale State: FL Zip: 33312 Qualifier Name: Gregory DeJohn Phone#: 954-961-4222 State Certification or Registration #: CBC01580 Certificate of Competency #: Contact Phone#: 954-961-4222 Email Address: rossanap@gsdcontracting.com DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ N 6 Square/Linear Footage of Work: Type of Work: ❑Additioon� ❑Alteratio A❑rNew ❑Repair/Replace ❑Demolition Description of Work: Li'v e{ ( � � C t 5 V —TO yv'-jx� E Fit S C Color thru tile: i Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ a 0-) Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $tw' - fr _ t TOTAL FEE NOW DUE $ - _r lam'( Banding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wZnotbproved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this � The foregoing instrument was acknowledged before me this 9th day of�, 20 L1, byH/ 1' '«G` day of April 20 by Gregory DeJohn who is n rsaiaaliy known to me o who has produced who is personally known to me or who has produced i As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: / ,��► ,,, YANILIS ALEMAIN fR.- Sign: / °. .`�-- orida Sign:�' Print: r t ,r' / ' 'r My Comm. Expires Apr 13, 2015 •,, over omm r 53 My Commission Expires: M Gig pn ffix 8 blic - State of Florida • ; My Comm. Expires Apr 21, 2017 Commission # FF 10197 P� Bonded Through National Notary Assn. APPROVED BY Plans Examiner Zoning 3� Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) ti r IEA ENGINEERS, INC. consulting engineers 7400 Pinewalk Drive South Margate, FL 33063 TEL(954) 9844646 FAX:(954) 341-8729 PE#28376, CA#27305, SI#1121 TROPICAL CHEVROLET. MIAMI SHORES, FLORIDA CHECK WALL STUDS IN END ZONE pn := 49.3 psf MAXIMUM PRESSURE STUD WALL HEIGHT =10' - 5" END ZONE ATTOWER AREA p.= Pn ALLOWABLE DEFLECTION: LA := 180 p = 49.3 psf f := 1.00 STUD SPACINGAT Se := 24 in 2 STUD SPAN AT: - Le := 10.42 ft Amb - L3 Atrib = 36.192 FT "2 TRIBUTARY WIDTH: We := 12 We = 2 ft Le = 10.42 ft SCREW ALLOWABLE SHEAR: Ps := 370 # into 16 gaud (#10-16) SCREW ALLOWABLE TENSION: Pt := 137 # into 16 gauge (#10-16) TEKALLOWABLE SHEAR: Pts := 416 # into steel TEKALLOWABLE TENSION: Ptt := 173 # into steel TAPCON ALLOWABLE SHEAR: Pcs = 457 # into concrete (1/4" w/1 3/4" embed) TAPCON ALLOWABLE SHEAR: Pbs := 279 # into block (1/4" w/1 1/4" embed) TAPCON ALLOWABLE TENSION: Pct := 556 # into concrete (1/4!'w/1 3/4" embed) TAPCON ALLOWABLE TENSION: Pbt := 160 # into block (1/4" w/1 1/4" embed) WOOD SCREW ALLOW TENS'IONPwt := 163 Win into SYP (#10 w/1° embed) WOOD SCREW ALLOW SHEAR: Pws := 143 ## into SYP (#10 w/1.33" embed) Le (MAXIMUM MOMENT IN STUD:Mmax := p • We . 8 • 12 Mmax — 1.606 x 104 in-# Mall := 16440 • f Mall = 1.644 x 104 in-# TRY STUD , 600513 7-54 Fy=33000 psi if (Mall >— Mmax , "OK" , "NG") _ "OK" I:= 2.518 in Smax '_ p' We- 2 Smax = 513.706 # MAXIMUM SHEAR IN STUD: MAXIMUM DEFLECTION IN 1728 8 := 5. p • We. 1e4. 384-290000008 I . STUD: 1 APR 7 -ft 2 7 IEA ENGINEERS, INC. consulting engineers 7400 Pinewalk Drive South Margate, FL 33063 TEL(954) 9844646 FAX:(954) 341-8729 PE#28376, CA#27305, SI#1121 TROPICAL CHEVROLET. MIAMI SHORES, FLORIDA STUD WALL HEIGHT =10' - 5" END ZONE AT TOWER AREA S = 0.358 in Le 12 = 349.118 if(Le - 12 > L0, "OK" , #FNG" _ "OK" s s USE STUD: 600S137-54 Ccs 24" O.C. IN Le = 10.42 'T Fv=33 KSI CHECK WALL STUD TO TRACK CONNECTION: NUMBER OF #10-16 SCREWS THROUGH 16 GAUGE STUD: Sup := Smax Sup = 513.706 # NUMBER := Sup NUMBER = 1.388 USE 2 @#10-16 SCREWS PS EACH FLANGE TO FLANGE ATTACHMENT CHECK TRACK ATTACHMENT TO STEEL TUBE ABOVE: NUMBER OF 114" TEK SCREWS THROUGH 16 GAUGE TRACK INTO STEEL TUBE: Sup := Smax Sup = 513.706 # NUMBER := SUP UNUMBER = 1.235 USE 2 @ 114" TEK SCREW Pts PER STUD 77 44. 1) 2 AF 2014 TROPICAL CHEVROLET. MIAMI SHORES, FLORIDA IEA ENGINEERS, INC. consulting engineers 7400 Pinewalk Drive South Margate, FL 33063 TEL(954) 984-4646 FAX:(954) 341-8729 PE#28376, CA#27305, SI#1121 STUD WALL HEIGHT= 10' - 5" END ZONE AT TOWER AREA CHECK TRACK ATTACHMENT TO CONCRETE FLOOR: NUMBER OF 1/4" TAPCONS THROUGH 16 GAUGE TRACK INTO CONCRETE: Sup := Smax Sup = 513.706 # NUMBER:-- pet p NUMBER = 0.924 USE 2 @ 1/4" TAPCONS WITH 1 -3/4 EMBEDMENT PER STUD 3 PE A ,amPro version (. t - JZ o11/ T fi v= 385.8 v-- 264.0 J 173.26 164.66 M -90.71 2d -41.73 fj -221.14 -137.49 -0.0031 INPUT FILE NAME ____> C:\Users\Irving\Documents\GSDlTropical Chevroiet\REAF DATE __=_> 3/31/2014 6:52:44 PM COMMENTS -___> TROPICAL CHEVROLET SECTION 1/S5.0 REAR PARAPET FRAMING„ P=+37 PSF / -49.3 PSF APR d ? NEW STUD SPACING AT 24" O.C. (ft -#1 (in) -0.0002 DESIGN.cb IEA ENGINEERS, INC. consulting engineers 7400 Pinewalk Drive South Margate, FL 33063 TEL(954) 984-4646 FAX:(954) 341-8729 PE#28376, CA#27305, SI#1121 TROPICAL CHEVROLET STUD PARAPET HEIGHT= MIAMI SHORES, FLORIDA 6'-7" FT. END ZONE AREA SECTION,1/S5.0 CHECK WALL STUDS IN END ZONE pn := 49.3 psf MAXIMUM PRESSURE p:= pn ALLOWABLE DEFLECTION: LA := 180 p = 49.3 psf STUD SPACING AT: Se := 24 in f := 1.00 STUD SPAN AT' Le := 6.58 ft TRIBUTARY WIDTH: We := Se We = 2 ft Le = 6.58 t 12 SCREW ALLOWABLE SHEAR: Ps := 370 # into 16 gauge (#10-16) SCREW ALLOWABLE TENSION: Pt := 137 # into 16 gauge (#10-16) TEKALLOWABLE SHEAR: Pts := 588 # thru 14 gauge into steel TEKALLOWABLE TENSION: Ptt := 218 # thru 14 gauge into steel TAPCON ALLOWABLE SHEAR: Pes := 457 # into concrete (1/4" w/1 3/4" embed) TAPCON ALLOWABLE SHEAR: Pbs := 279 # into block (v4" w/1 1/4" embed) TAPCON ALLOWABLE TENSION: Pct := 556 # into concrete (114" w/1 3/4" embed) TAPCON ALLOWABLE TENSION: Pbt = 160 # into block (1/4" w/1 1/4" embed) WOOD SCREW ALLOW TENSIONPwt := 163 Win into SYP (#10 w/1" embed) WOOD SCREW ALLOW SHEAR: Pws := 143 # into SYP (#10 w11.33" embed) MAXIMUM MOMENT IN STUD:Mmax := 137.49.12 Mmax = 1.65 x 103 in-# TRY STUD: 60OS'162-54 Mall = 21170 - f Mall = 2.117 x 104 in-# Fy=33000 psi if (Mall >_ Mmax, "OK" , "NG") _ "OK" 1:= 2.86 M MAXIMUM SHEAR IN STUD: Smax := 385.8 Smax = 385.8 # MAXIMUM DEFLECTION IN 8 := .0012 PE # 2' STUD: TROPICAL CHEVROLET MIAMI SHORES, FLORIDA IEA ENGINEERS, INC. consulting engineers 7400 Pinewalk Drive South Margate, FL 33063 TEL(954) 984-4646 FAX:(954) 341-8729 PE#28376, CA#27305, SIC 121 STUD PARAPET HEIGHT= 6'-7" FT. END ZONE AREA SECTION 1/S5.0 S = 1.2 x 10 3 Le • 12 = 6.58 x le if Le . 12 > LA, "OK" „NG" USE STUD: 600S162-54 016" O.C. IN Le = 6.58 FT Fy: 33 KSI CHECK WALL STUD AND CLIP ANGLE ATTACHMENT TO VERTICAL CONNECTION TO STUD: NUMBER OF #10-16 SCREWS THROUGH 16 GAUGE STUD: Sup := Smax Sup = 385.8 # NUMBER Sup NUMBER = 1.043 USE 44 @#10-16 HMENTREWS ps PER CHECK CLIP ANGLE ATTACHMENT TO STEEL BEAM ABOVE: NUMBER OF 1/4" TEK SCREWS THROUGH 14 GAUGE CLIP ANGLE INTO STEEL ANGLE: Sup := Smax Sup = 385.8 # NUMBER := SUP t NUMBER = 1.77 USE 2 @ 1/4" TEK SCREW PER STUD APR IEA ENGINEERS, INC. consulting engineers 7400 Pinewaik Drive South Margate, FL 33063 TEL(954) 984-4646 FAX:(954) 341-8729 PE#28376, CA#27305, SI#1121 TROPICAL CHEVROLET MIAMI SHORES, FLORIDA STUD PARAPET HEIGHT= 6'- 7" FT. END ZONE AREA SECTION 1/S5.0 CHECK CLIP ANGLE ATTACHMENT TO STEEL BEAM BELOW: NUMBER OF 1/4" TEK SCREWS THROUGH 14 GAUGE CLIP ANGLE INTO STEEL BEAM FLANGE: Sup := 264 Sup = 264 # NUMBER:— Sup NUMBER = 0.449 USE 2 @ 114" TEK SCREW Pts PER STUD a r 600S 137-54 STUD SPACED AT 24" O.C. MAX. ATTACH TO 60OT 150-54 TRACK W/2@# 10-1 SCREWS EACH FLANGE. ATTACH 60OT150-54 TRACK TO STEEL TUBE W/2@1/4" TEK SCREWS AT EACH STUD. ATTACH 60OT 150-54 TRACK TO CONCRETE SLAB W/2@ 1/4" TAPCONS W/ 13/4" EMBED. i A B C or %11 le `'�-- STEEL TUBE FRAME (BY OTHERS) ATTACH 60OT150-54 TRACK TO STEEL TUBE W/2@ 1/4" TEK SCREWS AT 12" O.C.. CONCRETE SLAB LIGHT GAUGE STUD FRAMING ON TOWER CCI �-� 13 zjores Village APPROVED BY DATE ZDIUIIVG DEPT BLDG DEPT SU . JECT TO CoMPC> `LIAN F ITf f ALL F _DER AND iATF C_ ._ MINTY RFJI-ES AND RFnUI. ATInNS QOQz 00 w , >; -jP� co �` zz o Wgo OUg= WW F--~UrQm Zz 1 UjA � w�60 u m o z� Www- 6O®8wliiaa- 1JlZ off= 0�'V) 2 ow W au !� ©W=� �Va3W#- z0 <tl F ->,Lu ®o - asp z w U � H- �' iR PIE 29376 G W w Q z w C,? $ W CA# 27305 SW 1121 lJJ co 2 Wto�T} rq�UU- t1! ® w0 zB ¢cam: Qg�"<�'zQ °xw¢ <Xxzzbj �. > su ® =w_w0 m O ..j 0 v0f--<a wx0�LLi- w s� rY m cr 0L)0 l w `,� e�� 100 Xz3:z00, w� v ¢ to r:. m O o0ro00co_ C � DATE a.a.�a DESIMEDEY: IFA - ..- „r SCALE' n.T.B JOE# S-1 - - S �tMbP wilvo � ATTACH 600T150-54 TRACK TO STEEL TUBE W/2@ 1/4" TEK SCREWS AT EACH STUD. 60OS 137-54 STUD SPACED AT 24" O.C. MAX. ATTACH TO 600T150-54 TRACK W/2@#10-16 SCREWS EACH FLANGE. ATTACH 600T 150-54 TRACK Tt STEEL TUBE W/2@1/4" TEK SCREWS AT EACH STUD. 600S 137-54 STUD SPACED AT 24" O.C. MAX. ATTACH TO 60OT150-54 TRACK W/2@#10-11 SCREWS EACH FLANGE. ' ATTACH 60OT150-54 TRACK CONCRETE SLAB W/2@ 1/4" TAPCONS W/ 13/4" EMBED. 600S 137-54 STUD SPACED AT 24" O.C. MAX. ATTACH TO 600T150-54 TRACK W/2@#10-16 SCREWS EACH FLANGE. SECTION "A - A" ATTACH 600T150-54 TRACK TO STEEL TUBE W/2@ 1/4" TEK SCREWS AT 12" O.C.. SECTION "B - B" CONCRETE SLAB SECTION "C - C" ATTACH 600T150-54 TRACK TO STEEL TUBE W/2@ 1/4" TEK SCREWS AT 12" O.C.. l m® m - ms zZ Ww W w c� z_z x z� W� qa6:9Z 60R�04 v Asa IRVING ABCUG PEN 28378 CID ch M wo J J > co wR =ZLL 0 U<(� Q c/5 W 0 00 00 � co Q E DATE M.03.13 DESIGNBDBY; IFA DRA"BY. G.L.H. SCA1p. JOB* S-2 BFI -- COLD-RO CHANNEI (2) #10-16 SCREWS COLD-RO CHANNEI (2)#10-16 SCREWS W7 STUD BRACING DlIZE-J"lli'm CLIP ANGLE TO BE SAME GAGE AS STUD CLIP ANGLE TO BE SAME GAGE AS STUD A P F) fl, TROPICAL CHEVROLETJI 0 AENLQINEERS, INC. 8880 BISCAYNE BLVD. SU TI NG ENGINEER MIAMI SHORES, FLORIDA 33138 > am 0 7400 PINEWALK DRIVE SOU MARGATE, FL 33083 �FAX PHONE: (954) 984-4646 (954) 3418729 r monolo11111g '1111 600S 162-54 STUD SPACED IN BETWEEN EXISTING 8" STUDS. ATTACH TO A 14 GAUGE CLIP ANGLE AT TOP W/4@ #10-16 AT THE WEB TO LEG ATTACHMENT. THE OTHER ANGLE LEG IS ATTACHED TO A STRUCTURAL ANGLE W/ 2@ 1/4" TEK SCREWS AT EACH STUD. ATTACH STUD TO A 14 GAUGE CLIP ANGLE AT TOP W/ 4@ #1046 AT THE WEB TO LEG ATTACHMENT. THE OTHER ANGLE LEG IS ATTACHED TO A STRUCTURAL ANGLE W/ 2@ 1/4" TEK SCREWS AT EACH STUD. 16 GAUGE BRACING CHANNEL AT 4'O.C. MAX. 4@ #10-16 4@ #10-16 SCREWS LIGHT GAUGE STUD FRAMING THROUGH REAR PARAPET TROPICAL CHEVROLET 05 8880 BISCAYNE BLVD. wz c MIAMI SHORES, FLORIDA 33138 �APR072014 [EA ENGINEERS, INC. CONSULTING ENGINEER 7400 PINEWALK DRIVE SOUTH MARGATE, FL 33063 PHONE: (954) 984-4648 FAX: (054) 341-1029 lagoons