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ACT-10-310BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) \ � Owner's Address ""g 5 1 7 ° -104 ` ' , City (r?1`0..■� s Q.S State Tenant/Lessee Name Job Address (where the work is being done) 1 - (49. ' City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name f°4 t - i t t �, Contractor's Address '5 4. J ! r B E kErires City C&t State Qualifier Name Phone # ¶® -576 ° State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Phone # Type of Work: DAddition []Alteration []New Describe Work: L C.-F. -4-e 1.A 1 1 A Q' 9 +L co-ts-r Lis re, A € A ci ******** * ***** *** * ***** ** * * * * ** *** ** * ** F ee . ,r * * * * * * * * ***** r * * * ** **** * * * * * * * * *** * *** ***** Submittal Fee $ ' CO Permit Fee $ Notary $ Training/Education Fee $ Scanning $ '00 Radon $ Bond $ Code Enforcement $ Electrical Plumbing Roofing Mechanical c Roong � P �`. one 3 t,s 15 ' 6_8 Zip Square / Linear Footage Of Work: DPBR $ C3 Double Fee $ Master Permit No. Phone # Permit No. Zip Phone# 24, 2c 2� Zip `55 4/2 N [' Repair/Replace ❑ Demolition tvif44.0. ,c 4a Ca &WI Structural Review. $ Total Fee Now Due $ 11S .4 See Reverse side --3 - Ara 4 ,m- Ai BY:.. A cflO -310 CCF $ CO /CC Technology Fee $ Zoning $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 will not be approved and a reinspection fee will be charged. • ser� g The foregoing instrument was acknowledged befor e day of a , 20 0, by who is personally known to me or who has produced As identification and who did NOTARY PUBLIC: Sign: Print: (Revised 02/08/06) c1aN Ai/ E. APPLICATION APPROVED BY: Contractor e this j The foregoing instrument was acknowledged before me this , day of VeC ,20 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: 'ocA d._— Signature My Commission Expires: t / 1 3 `a p/ C‘ My �mmission Expires: l 3 /�d# Plans Examiner Engineer Zoning A Corp Contractor License # CBC 1255 Marcus Spiegelberg 305.905.8606 305.415.8309 (fax) marcus @canescorp.com www.canescorp.com 7950 NW 53rd St. Suite 215 Miami, FL 33166 Inspection Number: INSP - 136556 Permit Number: ACT -3 -10 -310 Scheduled Inspection Date: August 12, 2010 Inspector: Bruhn, Norman Owner: RODRIGUEZ, RONALD LEE Job Address: 357 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Contractor: MIAMI AWNING CO Building Department Comments Passed t„2y% Failed Correction Needed Re- Inspection Fee August 11, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Awnings /Canopies/Tents Inspection Type: Final Work Classification: Miscellaneous Phone Number Parcel Number 1132060136390 Phone: (305)576 -2029 Page 3 of 23 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.t a 1O Z 6'AX FOLIO NO. STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement Amount of bond $ 6. Lender's name and address: Signature of Owner £14Ui y Print Owner's Name DW (Lei' Swom to and subscribed before me this / day of Notary Public J Print Notary's Name My commission expires: C oN c3C N� \Pc Pre b by 9 11111111111101101111111111 CFN 201 ORO21 O229n6 OR Bk 27227 Ps 4371► (fps) RECORDED 03/25/2010 13:44°35 HARVEY RUi1INr CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE This Notice of Commencement should be recorded at The Clerk of Courts Miami -Dade County Recorder Courthouse East, 22 NW First Street, 1st Floor, Miami, FL 33128 1. Legal description of property and street/address: '5 f-€ 2- 'ImpR S44,91L Q 1 3 � 2. Description of improvement: 1 1: : v vki Iz 444 ')14. Lbw t 5 t�ct1 t 0�s �"f lsl► 01 4-tat/ $UO3-.Q:tt -R 4 3. Owner(s) name and address: -t a , to e-y.__. - b"7 > et,9- cam► ��. S Interest in property: 9∎,,A . Name and address of fee simple titleholder: ,20 20a5. 1 5 7. Persons with the state of Florida designated by Owner upon whom notices or other documents may bp S provided by Section 713.13(1)(a)7., Florida Statutes. Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice its in Section 713.13(1)(b), Florida Statutes. Name and address: 4. Contractor's name and address: Mt. &JJ t -ER,tL CA *°)(1,015 C=1: •.tAl i '�``w ray 1- 4t:4i.v4 Wit-.. t<I 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a d rent date i specified) LANZA "5q05 NA 3t ALL Ma and Z r riteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Owner's Name: RONALD LEE RODRIGUEZ Job Address: 357 92 Street Miami Shores, FL 33138- Contractor(s) MIAMI AWNING CO Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 3/2/2010: Yes Comments: OK 101 IS AN EXISTING FRAME. Issue Date: Not Issued Phone (305)576 -2029 AWNINGS CAN NOT EXTEND MORE THAN 3 FEET INTO SIDE YARD Permit NO. ACT -3 -10 -310 ella i Expires Issued Folio Number:1132060136390 Owner's Phone: Total Square Feet: Total Job Valuation: Primary Contractor Yes ADDRESS OF PROPERTY: 357 N.E. 92' Street NAME(S) OF APPLICANT(S): Mr. & Mrs. Ron Rodriquez APPLICATION DATE: (Date Application Received by Village Clerk) 01/21/10 CERTIFICATE OF APPROPRIATENESS REOUEST FOR: DATE: Request Approval to: a) Install two (2) new fabric awnings b) Recover six (6) fabric awnings BOARD DECISION: APPROVED APPROVED WITH CONDITIONS DENIED CERTIFICATE OF APPROPRIATENESS Sample material attached. SIGNATURE & TITLE GeJdata (mil / Yr / adea ,e C64/ a /a h • • • • • • • • • • • • • • • • • • •• • • • • • PLATE DETAIL TRACK & HEAD DETAIL 346"0X1Y2 "X2" STEEL PLATE i "X3"X3 " ST. PL. INTO CBS W!(2)j "(2Y "EMI.) HIL1l KWIK BOLT 3 (TYP OF 2) ALL PIPE ELEMENTS TO BE 3/4 "0 SCH. 40 ISOMETRIC 204 -205 FABRIC LINE VAL. DETAIL: • • • • • • • • GENERAL NOTES: 1: ALL UC1R MEMBERS TO BE ASA SCHEDULE 40 GALVANIZED • STEELPIPE • ••• ••• • 2. ALL CONNECTIONS TO BE FULLYWELDED X ° � •• TYP� ••• • • • •• y�eV •••• • : 14, ZU. WELDSIO COMPLY WITH THE AWS CODE (LATEST EDITION) • • ••• •• 4. ALL WELDS COVERED WITH CORROSION RESISTANCE COATING. 5. ALL STRUCTURES DESIGNED IN ACCORDANCE WITH 2007 FLORIDA BUILDING CODE (OR ASCE 71 ) EXPOSURE C . NOTIFY ENGINEER OF ANY ERRORSI OMISSIONS FOUND OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD. 7. OWNER HAS BEEN NOTIFIED THAT FABRIC AWNINGS WILL REQUIRE REMOVAL OF THE FABRIC WHEN A HURRICANE WARNING IS ISSUED. 40- 20'-0° MEAN ROOF HEIGHT 9cGphiE4 .444 uk CERTIFICATE OF AUTHORIZATION # 28461 13380 SW 1280, STREET, MIAMI, FL 33186 PHONE # (305) 253-9442 FLORIDA P.E. #053902 JANo42010 SIDE VIEW CO cn P. E '9 MIT ° #- CTt— `d 31 Miami Shores Village APPROVED DATE P f© r:_3) FEDERAL ZONING DEPT /�BY � `" BLDG DEPT _'� J ^JECT CO COMPLIANCE WITH ALL " 7 "._ AND CCUN 1Y MULES AND REGULATIONS ••• • • • ••• • • • • •• •• • • • ••.•• • • • • • .•. • • • • ••• • • • • ••• • • • • • • •• • • • • • • • ••' ••• • • •• • • • • • • ••• • ••• • • • • • • • • • • • • • •• ••• .. •'• • • ••• • • • .: O O O O . •• • • . •• • • • • • ' •• ••• • • MA 0 1.2010 BY: __ A & G Advance Engineering, LLC Certificate of Authorization # 28461 13380 SW 128th Street, Miami, Florida 33186 - Phone -Fax # (305) 253 -9442 //cq tions PROJECT: AWNING STEEL STRUCTURE RON RObRIGAJEZ 357 N.E 92 STREET, MIAMI SHORES, FL CUSTOMER: MIAMI AWNINGS COMPANY bESIGNER Rodrigo Ariza P.E STATE OF FLORIDA REG. # 053902 CObES AM) SPECIFICATIONS: A.I.S.0 9th EDITION FLORIDA BUILDING CODE 2007 - HVHZ A.S.C.E 7-05 IA� 11E. FLORIDA RE. # 053902 'JAN 7 0 r A & G Advance :Ergtg, LLC Certificate of Authorization # 28461 13380 SW 128th Street Miami, Florida 33186 - Phone -Fax # (306) 253 -9442 AWNING STEEL 5TRUCTURA DESIGN - CANTILIVER - FLORIDA BUILDING CODE 2007 EDITION . - AISC STEEL CONSTRUCTION ASD FOR STRUCTURAL STEEL , 9th EDI7TON - A. S. C.E 7-05 FOR WIND ANALYSIS AND DESIGN WIND LOAD CALCULATIONS - Z 60 ft WIND CODE= ASCE 7-05 WINDSPEED= 90 MPH IMPORTANCE FACTOR(I)= 0.77 - FBC 2007 3105.4.2.1 MEAN ROOF HEIGHT: Z= 18 ft EXPOSURE CATEGORY= EFFECTIVE AREA= 5.5 ft X 2.5 ft Kzt= 1 - Section 6.5.7.2 Kd= 0.85 - Table 6-3 Kz= 0.85 - Section 6.5:6.6 qh= 0.00256* Kz * Kzt Kd * V2 * I - Section 6.5.10 11.535955 psf 13:75 ft2 And: GCp= -2.80 - Fig. 6-11b - Aeff = 13.75 SQF Gcpi= 0.00 - Figure 6-5 P design = qh * (GCp + Gcpi) _ -32.3 psf LOAD ON CRITICAL CANTILIVER TRUSS - SPAN = 2'-6" W= -32.3 psf 2.5 ft -80.75 lb/ft CANTILIVER TRUSS - SPAN = 2'-6" Fy = 42 Ksi USING A- 500 - GRADE B Span = 2.5 ft M= 80.75 x 6.25 = 252.35 Ibs -ft 2 Then M - 3028.19 lb-In Assumming Fb = 0.66 ( Fy ) = 0.66 x 42 = 27.72 Ksi Then Srqr = 3.03 = 0.11 in3 2 7� Then by with : (1) STEEL TRUSS H= 12" - PIPE 3/4" -SCH. 40 Svc= 3.32 in3 > 0.11 o.k THEN USE (1) STEEL TRUSS H =12" - PIPE 314" - SCH. 40 k &A P.E. FLORIDA PE # 053902 'JAN 0 $ -2010 A & G Advance Engineering, LLC Certificate of Authorization # 28461 13380 SW 128th Street, Miami, Florida 33186.- Phone - Fax #(305)°253-9442 • VERIFY TRUSS TO WALL CONNECTION - SHEAR & TENSION Moment = 252.35 lb-ft = 3028.2 lb-in H= 12.00 in T =C= 252.35 Ibs Per Each Plate R= 80.75 x 3.5 = 282.6 Ibs TOTAL LOAD Tension= 252.35 Ibs Per Each Plate Shear= 141.32 Ibs Per Each Plate Try using (2) 3/8" Hitti Kwik Bolt 3 ( Min. embed. 2 -12") - See Attached NOA Spacing Between Bolts= 4" < 7 -1/2" in 53% TENSION SHEAR CHECKING BIAXIAL STRESSES 252.35 + 141.32 Ru= 1355 x 2 x 0.53 (5396 Full Design.) 1436.3 Ibs > 252.35 Ibs Ru= 1460 x 2 x 0.53 (53% Full Design.) 1547.6 lbs > 141.32 Ibs O.K 0.3 < 1 o.k 1436.30 - 1547.60 Then use : (2) 318" Diam. Hilts Kwik Bolt 3 (2 -1/2" Embeddment) per Plate. i P6. FLORIDA P.E # 053902 'JAN.. a 4. 7010 4: as ft as as 1 I as as u is 41 42 0 MOM ttNr 1.0,11111111111 ES =01►wr10IrMr ■� 11111111111,1111MIS Lf)AN= r 11111 1141141441101 � 0ia`11111•r'r - -u-- - OM rii 160 rr Ma. "� 1ms Er: r..� .M..IM. ��rli•�r� rr� NIMIONrrM •r�•r �:r.,r.... e 11ISt 0 •... ilisr MI 11111 4* as 4* AS t1 s • IS s srtir sw M WI M 04014 WWI to MIN WIN Mao tenon lrIF '"'7r lNNIrrr ►3rr•rr• MIN MN ISM atimmorns Lim III MI NI •ft NE IN r la alorus rimomolaim �I�riti�r�►� tira- • 1 * 71 • es MP alt, M M lull M MIN lMla! El,dr.11irk"0 Man Vodka oak ississGe, sobsmai ebb t Ham sink am* afkolva 1024111216 s Wrig2 fit tormic agia4 inn sat sans sgaastaiaeP- 3 . Es iI6ei s onsesd bs i�inassr fietaafnii0S 7°,ia 5.1fa mar ins3*(0:9r)' Zama and q raihai��Am 2av1p 11A. raiaas#C+C. d4AAis sot squid blI ac far via 4 sad 5a fa Vilma af GC, For aoaf finis bob ippor att bo r smioaz 7.141smisst ` ar arm "pia �� caliber 414 of 10 passe • Ewa bskissing bs ass* foal 10'. ▪ A d afnaf foam bailsoaak is 1 Anchor Diameter (in.) Fracture Load (lb) 1/4 2.900 3/8 7.200 1/2 12,400 5/8 19,800 3/4 28,700 DESCRIPTION: HILT! Kwik Bolt 3 is c stud type expansion anchor with o single piece wedge which expands in concrete and CMU when torque is applied. they are supplied with a nut and washer. MIR 1 • carbon steel studs. conform to AlS1 11L41. ,Nuts ore carbon steed conforming to ASTM A563 Grade A and meet dimensional requirements of ANSI 818.2.2. _Washers ore made from carbon steel conforming to ASTM Fr844 and meet dimensional requirements of ANSI 18.22.1 Type A plain. All 3/8", i/2", 5/8 ". and 3/4" wedges are made from carbon steel. All 1/4" and 1" wedges ore made f rom stainless steel. DFNFRAI NOTESL' 1) Design values in pounds ore equal to ultimate load divided by 4. 2) Edge distance shall be 1.75 times the minimum embedment for tension and 3 times the minimum embedment for shear. Anchor center to center distance 'hall be 3 times the minimum embedment, 3) Anchor installation stroll be made in accordance with HIM' published installation instructions In the Product Technical Guide. Limit one anchor per cell. 4) Anchor Installation in grouted concrete masonry unite require a minimum 12" distance and 8" spacing. Limit one anchor per cell. Avoid installation within 1 -3/8" of any vertical mortar joint. See Figure 1. 5) Values shown are for shear plane through the anchor body. B) When the shear plane is acting through the anchor threads, reduce the shear by 10x. 7) When the shear plane is acting through the anchor threads, reduce the shear by 6R 8) When the shear plane is acting through the anchor threads, reduce the shear by 20%. DESIGN VALUES: FIG. 1 ENOINF.ERBVG i If IMMININNIM waswasaiY.K IL flat 00 MAIO, PM INAIWILO 1 4 WM rI",rllr F a,wrwa HILT!, INC. 5400 S 122nd E Ave Tulsa, OK 74146 , HIM KWIK BOLT 3 MECHANICAL MANSION ANCHOR FOR CONCRETE AND MANSONRY ELEMENTS FOR OFFICE USE A wend Cif Ne Ian I■' 4 REVISION DATE 31 -10 -08 DATE 11 -12 -98 DRAWING: 543 -003 —C SCALE: 1" i• 1' SHEET NO. 1 OF 1 SITE PLAN 103 RECOVERS RECOVERS 2027 POOL 14:-0" RECOVERS BLDG. N.E. 92 ST. 37' -0" v 20111 RECOVERS • ... • • •�• . • • • • • •. •.. • • • '1 • • -_ •• • • • • • • • • ••• ••� • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • .• • RE ERS • • • • ■ •• • ..• • 205 New 101 RECOVERS .r• r. •t• 8 z 0 CO O cn W CO LL 0 N V) m 8 iq WOOD TRELLIS EAST ELEVATION RECOVER NEW 205 RECOVER NEW 204 • ••• �� ▪ • • •• • • • • • • • • • �• • • • • • • • • • • • • • ' • ••• ••• '• ' • ,,1 0 0001I�M1�U0l!111�1�1�1004.4. •• :: • • • • ::• MIMIMI ,ar�110 �11/11111111MI I! 11I�010141111I�P III POI�hM�Mt!!l�►�r,., .,a 1. 0110 0111 1111111 1 11111111.4010011II11I11111 !11111IIII 11111111110- 114411AI IFIMA.-. .,004,11114MIMI 010110 1111101 ,01110111001111111111.0I�. 001101101 11111111101 .11II1I�I1111011��1�11!i►..- • 0 W 0 0 cc LL - 0 O W m 0 U c5 ISOMETRIC 102 1' Gove'R XITI1.14 ftug&I t4S 3' 0'' ISOMETRIC 203 • • • •• ••.•• • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • •.. • • • • • • '• • • • • • • • • • • • • ••• •• • • .•• • • •• • • • • • • • • • • • • ••• • • ••• • 00000 • .. • •. . • 0 O 0 CL CO LL 0 0 Li w CO U ui I.L m fi' ISOMETRIC 202 2' aN ert- r ST1 a1� # Al L IA S ISOMETRIC 101 • • • • •• •• • • • • •: • :. 111 ...,.... .,,•.a_.. • • . • ._• _.•... _. • • • • • ••• • • • • • • • ••• • • • • • •• • • • : • . • • • • • • • • • • • • • • ••• ••• • • • • •• : • • •. • . • • : : • • • • • •. •• • • • •• • 0 U O 0 E2 1— W 0 C/3 co LIL 0 g ` Z W co CI 0 co LL. m N 1 8 a CL W "d i E8 z%m ch CD < o r 8 5 I '''. I I 1 i 11 O 2' • • • .. • • '' • • • •.. • ISOMETRIC 103 ISOMETRIC 201 • • ••• • ••. • • • •• •• ••. • • -•• - • • • • • • • • • • • • • �� ... • • • • • • • • • • • • • •. • • • • • • • • • • • • 6Gvv/21Z g l S T1 -1 C7 At O U O 0) ao U 1— w O cn CO LL 0 CO 0 w x CO w O CO V5 LL CERTIFICATE OF FLAME RETARDANCE ISSUED TO: RODRIGUEZ 357 NE 92 STEET MIAMI SHORES VILLAGE, FL 33138 NUMBER: #36930 THIS CER'1 OF COMPLIANCE IS ISSUED TO VERIFY THAT THE 11 EMS OR AREAS DESCRIBED BELOW ON THIS CERTIFICATE HAVE BEEN TREATED WITH FLAME COAT'`"' . FLAME COAT IS A CLASS A FIRE RETARDANT. 30 YARDS SUNBRELLA ¢#4994, EASTRIDGE COCOA, TREATED W /FLAMECOAT N.F.P.A. 701 SMALL SCALE, CLASS A, A.S.T.M.E -84, FLAME SPREAD: 10 SMOKE DENSITY:25, AFTER FLAME AVERAGE:0.0 sec, CALIFORNIA TITLE 19 -1237 PERMENANT TREATMENT /WILL NOT WASH OFF, FOR INTERIOR & EXTERIOR USE cs%6 2 -24 -2010 G ISSUED BY: Azne.ri'can. Flamm:mat IriC. 521 -F Eagleton Downs Drive Pineville, NC 28134 (704) 543 -0903 DATE: 2 -24 -2010 PET GA 3201.91 Director GA- 1201.01 (General) Note: Fabrics and/or materials described on this certificate are intended for interior use unless otherwise stated. Due to the number of external forces that can diminish flame retardancy, this fabric should be periodically retested to ins= it retains its effectiveness. We do not warrant the length of time that the fabric remains fire retardant. We do state that when it leaves our facility, it meets the stated code. Certificate void if material is exposed to open flame or extremely hot lights or electrical wiring.