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RC-10-110 a� r ii " '1 °RAT r Miami Shores Village �r 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 y �Q x ' 1 Expiration: 07 /3112010 y ur.... Project Address Parcel Number Applicant 1036 95 Street 113205o12ooso Miami Shores, FL 33138- Block: Lot: JOEL voLlNSKI Owner Inform Address Phone Cell � JOEL VOLINSKI 1036 NE 95 ST MIAMI FL 33138 -2548 Contractor(s) Phone Cell Phone Valuation: $ 1,500.00 DIRECT BUILDERS INC (305)232 -2329 Total Sq Feet: 0 Approved: In Review For Inspections please call: Comments: (305)762 -4949 Date Approved:: In Review Available Inspections: Date Denied: Inspection Type: Type of Construction: BLOCKING OPENGING ON A WAL Occupancy: Single Family Final PE Certification Stories: Exterior: Shutter Final Front Setback: Rear Setback: Window Door Attachment Left Setback: Right Setback: Tie Beam Bedrooms: Bathrooms: Slab Plans Submitted: Certificate Status: Termite Letter Certificate Date: Additional Info: GARAGE WALL Framing Bond Return : Classification: Residential Insulation Drywall Screw Fees Due Amount Invoice # Total Amt Paid Amt Due Shutter Attachment CCF $t Window and Door Buck RC -1 -10 -36878 $ 216.20 $ 166.20 ..y ( "' Cellin Grid Education Surcharge $0.40 9 Permit Fee - Additions /Alterations $100.00 RC - 1 - 10 - 36878 $ 216.20 $ 216.20 $ 0.00 Fill Cells Columns Plan Review Fee (Engineer) $60.00 Declaration of Use Scanning Fee $3.00 Submittal Fee $50.00 Technology Fee $1.60 Total: $216.20 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, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. 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. Futhermore, I authorize the above -named contractor to do the work stated. February 02, 2010 Authorized Signature: Owner / Applicant _ Contractor / Agent Date Building Department Copy February 02, 2010 _ 1 r Miami Shores Village JAN 2 5 2010 Building Department BY: _. :::........ f0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. ) " ll� PERMIT APPLICATION Master Permit No. FBC 200 Permit Type (circle. Building ) Roofing Owner's Name (Fee Simple leho er) � M) /4- Va l i // S /I Phone # Owner's Address _ / D (� /1/4 C Std Sf city d ko&o State )L-• zip ;33 5 Tenant/Lessee Name Phone # Job Address (where the work is being done) _ Lo 26, N �,S" 7,'� 3 - City Miami Shores Village County Miami -Dade zip 33 FOLIO /PARCEL # - _ /� - j ? � b .S�" ® l ,:� - D C7 �i b Is Building Historically Designated YES NO Contractor's Company Name ' b iret --� Acs)`( AI-c Phone # ns o ?50 -V n r `� All I Contractor's Address /62 y o ISLE /Os t - S-/- City 1 ,4, j' State e!'C zip 33� �trri Qualifier Name �jjAA/ &04010; Phon # State Certificate or Registration No C 6f( / 50 & 0 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ j 0. 00 Square J Linear Footage Of Work: Type of Work: []Addition []Alteration []New 1T Repair/Replace []Demolition Describe Work- -4,4. aQ p Pe oVE %S�c�1C° yn'S t .�trt t ' tZt°�Wy as k4 ���P Nd..J -� � �. ubmittal Fee $ Permit Fee $ ��� ala-V CCF $ 0 CO /CC Notary $ Training/Education Fee $ .4 C Technology Fee $ I • L (11) Scanning $ '� •CV t-, Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ (a b. ca Total Fee Now Due $S 1 'e t0 See Reverse side -� i } jk'll r 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 estimate a exc Ong $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lie taw b ure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of come ement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is is edd, t absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. "4 I Signature Signature :7 er : knowledged Agent ontractor The foregoing ins ent was / before me this J ° j f t° The foregoing ins ment acknowledged before me this day of JY9 , 2U 1�, by �C �I V (i �1S t' day of T4rl - /O , by I -In �y�koJo who is personally known to me or who has produced who rsonally kno to me or who has produced As identification and who did take an oath. w as identification and who did take an oath. NOTARY PUBLIC: ' ANUELaMaooR NOTARY PUBLIC: •,•• MANUEIAMADOR I+, .5 MY COMMISSION # DD 919814 �+ MY COMMISSION # DD 919814 k BonM Thna Pub EXPIRES: August 25, 2013 " ~ ° �- Bonded EX PIR E S : 25, 2013 ...... V' lk Undert ilm Sign: !r— °, Notary Public underwriters Sign• G — ✓ _.___ . _. Print: od Arm ri Print: ,J f t,�'i c� ✓ My Commission Expires: My Commission Expires: AU vIs - q rst*** �r*+ r* �* �***** ��*** �***, �**: �**, t* a�* �** t**** a���a*,►* �* �*** �*. t*** �r***** �* �e** t* �*«, �, �a *+t,� * *� * APPLICATION APPROVED BY X `® 2W '/ Zle /Je S L'.t'N C Plans Examiner Engineer Zoning (Revised 07/10/07) A C # .' s ,5T TE, ©F FLORIDA ' DEP,A.RTM.ENT OF TSSS ,} PROFESSIONAL REGULATION CONSTRUE. Q,N;. + Z'�JD.tfSTRY LICENSING BOARD H # LOBA ?26tiQ439 { DATE BATCH NUMBER LICENSE R 07 26/2008 088015161 CGC1506;b.4 The GENERAL CQN'TRAgTOk�. Named below IS CERTIF> ,RU ;' Under the provisions o'f - Chapt"r ,4'0' Expiration date: AVG 31., .20],0'- SQTQ �U& JES DIAECT EtTI gRS INC ' 129'l'' S 27TH` STREET MIAMI FL 33175 t CHARLIE GRIST CHUCK DRAGQ GOVERNOR ';'l �,. , :'' INTERIM SECRETARY Dl 1.AAyl -, " !0EQUIRED 6Y LAW 5 ; z v f n 2 FROM Accurate (FROJAM 15 2010 9:38 /ST. 8:35/Ho.7500000035 P 1 .4e�&E' CtKlitrc:wNC 4+r Lw.ou.....,....,,r..,.� Syl / I '" " — J I THIS CERTi #CAT'S IS ISSUED AS A MATTER OF INFORMATIGN PRODUCER ACW Mte ONLY AND CONFERS NO RIGHTS UPON IM CERTIFICATE 6300 West Hagler Suft 114 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Miami, FL 33144 A�TER_i CO'LERI�E!4FFdR WF THE P05r1c� 'L1'� — _ _• Phon (305 )226. Fax (3060"70 INSURERS A FFOR DI NG C OV ERA GE _ � N� * ----i1 — �MSU RER A: Am erica n Buikim In Co --- INSURED DUeetBuik%m Inc i 1 R ER p - 12920 SW 128 St unit i INSURER C Miami, FL 331W INSURSS 0_ — -- CO VERA M S THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOF THE PULIGY PERtGI? INtHCA7$D. NOTWfTHSTANOWG ANY RECAAREMENT, TERM OR CO NDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CE"FICATE MAY III- ISSUED (A MAY PERTAIN. THE INSURANCE AFFORDED BY THE PDL ICIE$ DESCRIBED HEREIN IB SUBJECT TO ALL THE TEM6. EXCLUSIONS AND CON IT04S OF SUCH POUC IES. AG LIMI SH MAY HAVE BEE REO gY PAID CLA IMS. — �PQt ICY gRPpCTEPPOLICY LIMITS INSR II TYP OF INSURANCE PO LICY NU MBER —jtl l lw1E► � e►r n'Ir .2+►rE 1 t027001 0 R' _ EACH OCCURRENCE _ GENERAL LIABILITY " MAGG9'T RtRMD �] COMMERCIAL GENERAL tIAB ILrrY 0000787878 04/1312409 0411312010 PREMISE o i;�2—,_ A 1 I-7 130 CLAIMS MADE OCCUR MED EX P (AIfYW persrx+ _ S.OM PE RSON AL 8 ADV M uURY 1,00 ❑ — _ , ` GE A _ 2.000,OO i I ❑ — PRODUCT$ -COMP /OP AGG 1 GEN AGGREGATE LaNTAPPLIES PER: [ " 1 POLIC ❑ PRO CJ L OC -- AUTt7MOBSLF LIABILITY COMBMIEO SINGLE WANT 1 ❑ ANY AUTO AUTOS BODILY INJURY ❑ Ott OWNED � (Per Re+�!) .-- . - — ❑ SCHEDULED AUTOS ❑ 1 HIRED AUTOS BODILY INJURY [] (Par etclde"t) — .— — L NON OWNED AUTOS �- - ❑ RPROPEP RW DAMAGE o _ _�ao��13 ! — 1 AUTO ONLY - EA ACCIDENT i - ANY AUTO GARAGE LIA81LIITY L -n OTHER THAN — �1- EACH 0CG11RTifINGE f NIB ABUM EXCESS3JU FELLA LI AGGREGATE — ❑ ❑ OCCUR ❑ CLAIMS MADE [7 DEDUCTIBLE — L] RETENT s — _ _ — — � ❑ pT � -- S Co Ii�PEtVSJ'►r14N 1lND 2127 �03119J2tMI8 03/13/2010 rY Bw0 4 i�C_ —ER — EMPLOYER;S LIABILITY YIN H ACCIDEN 100+ B i ANY PROPRIETOR I PARTNER I EXECUTIVE ` E .L. F� OFFICER I MEMBER EXCLUDED? I E.L• DIS - EA EM — 100.000 (Mend Airy In NH) ` E.L DLSEASE - POLICY L! 5W.000 Ify� dastrlbe under — .— ._. — — SPECIAL PROVLSI b ebM! � � •— � — � — — — �R pE9CRR+r10N OF OPERATKNN$ f LOCATIONS I VEHICLES J EXCLUSION$ ADDED BY ENDORSEMENT I SPECIAL PROVISK�N$ CHRTIPIGATE HOL DER — _ _ _ — CAN!CELI — _... SHOULD ANY OF THE ABOVE DEWAMED POU09$ BE CANCELLED SUMS THE EXP'IRATON DATE THEREOF, THE ISSUING INSURER WILL ERDEAVOR TO MAN. Mi9m1 ShOrgNS 1(�181go 30 DAYS WRITTEN NOTICE TO THE C gRTiFICATE HOLON NAMED TO 10050 NE 2ND AVE mg-LEFT, BUT FALURE TO DO So SHALL WPO$F- NO OBLIGATION OR LIABILITY OF AN Y K IND U PCIN THE INS AGENTS OR REPRESENTATIVE Miami Shores. FL 33136 AU5'NOR4iQ REF1jIE8ENTATNE — �Lucia Estn3Na — ACORD 25 {200Y101) QF — — — — — 61' 8.2009 AGORD CORPORATION. All _ r dght* mwW The ACORD name end logo ors rogistered marks of ACOR1 MIAMI GApE C 2prf9 Lt? 1 f US TA7I t1SOSIFT r" ip FIRST-CLASS OUNTX TAXCO� L8C tI?R "MIA WA #' F�i,11I� U;S POSTAGE I' 1!1Q °YII FLAf>iLER ST" F IR S�1�14M 2,10 PAIQ 1 # =PIOOt iNUST CiIIkAI�>:d PLA Q RtIN� MIAM[, FL MIAMI, PL 2$130 F�UIISUANT T4 ClI1iiTY COfE PERMIT NQ. 231. u THIS IS NOT A BIT - 0 NOT €'AY 51523 ~5 RENEWAL BUBINEI S NA B / LOCATION RECEIPT NO. 538411 ­0 DIRECT;BUILDERS INC STATE# CGC15060,42 12921 SW 27 ST 33175 k1NIN DADE COUNTY OWNER DIRECT' BUILDERS INC . Sec. Type of Business WORKER /S &6 ?AftERAL BUILDING CONTRACTOR 1 US S IN IS Tax RECEIPT IT ' DOES NOT PERMIT THE ROWER 70 VIOLATE ANY EXtSTiNe REGULATORY OR zorrtNG Laws OF THE DO NOT FORWARD COUNTY OR CRIES. , NOR DOES R L'MIX @MAT THE HOLDERFRO UMNRR DIRECT BUILDERS INC. PERMIT OR LICENSE REQUIRED BY LAW, THIS IS JUAN SOTOLONGO PRES NOT A CERTIFICATION Of THE NOLOER ±s QUAUFLCA• 12921 SW 27 ST M MIAMI FL 33175 PAYMENT RECEIVED MUMN•OADE COUNTY TAX COLLECTOR' 09/08/2009 60060000091 000075.00 ii}t}}II7F13f I�IM1ktPtlil 33if3111it19 )II9 SEE OTHER SIDE • ... ... 1 MIAMFD4A►DE * . . • • MIAMI -DADE COUNTY, FLORIDA ' ' " • • • • • •'. METRO -DADE FLAGLER BUILDING . . . . . .. . . . . BUILDING CODE COMPLIAM%T FIGS NCGOI ; • 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION • • • ' •' MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 PAX (305) 372 -6339 N OTICE OF ACCEPTAMP www.miamidade.govlbuldinzcode Hild, Inc. 5400 S. 122 Avenue Tulsa, OK 74146 SCOPE: This NOA is being issued under the applicable rules and regulations governing 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 the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In 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. DORA 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 Florida. Building Code, including the High Velocity Hurricane Zone. DESCRIPTION- HIT-11Y 150 Max Adhesive Anchor APPROVAL DOCUMENT: Drawing No.543- 002 -E, titled "Hilti HIT Hy 150 Injection Adhesive Anchor", Sheet 1 of 1, dated 04/23/09, prepared by Hilti, lnc., signed and sealed by Thomas Allan Kolden. P,E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance (NOA) number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: none LABELING: Each box shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved or MDCPCA ", unless otherwise noted herein. RENEWAL. of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the 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 other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 09- 0224.06 Pygrq pfo u Expiration Date: May 06, 2034 • ' Approval Date: May 06, 2009 /1- �Page 1 � • ... .. .. . . . ... . . Hilti, Inc: : ; . ... T4(*IC*E O1F XCC11PTANCE : EVIDENCE SUBMITTED A. DRAWINGS 0 ; •. ; 1. Drawing loo. 5 , 13 b02 -E, titled `HiM HIT HY 150 Injection Adhesive Anchor ", Sheet 1 of 1, dated 04/23/09, prepared by Hilti, Inc., signed and sealed by Thomas Allan Kolden, P.E. B. TESTS 1. Test report on Tension and Shear Capacity per ASTM E 488 of % ", 5/8" and V diameter Hilti HAS Super Rod set in concrete or mansory substrate with Hilti HIT -HY 150 Max Anchors Adhesive, prepared by Stork Twin City Testing Corporation, Test Report No. 3201020, dated 01/27/09, signed and sealed by Thomas A. Kolden, P.E. 2. Test report on Corrosion Desistance per ASTM G 85, Annex 5 and TAS 114, Appendix E, prepared by Sub - Tropical Testing Service, Test Report No. STTS 08002, dated 06/04/08, signed and sealed by Mark Mosbat, P.E. C. CALCULATIONS 1. None D. MATERIAL CER"T"IFICATIONS 1. None E. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) F. STATEMENTS 1. Code Compliance letter issued by Stork Twin City Testing Corporation, dated 04/01/09, signed and sealed by Thomas A. Kolden, P.E. 2. No financial interest statement for Test Report No. 3201020, issued by Stork Twin City Testing Corporation, dated 01/27/09, signed and sealed by Thomas A. Kolden, P.E. 4 5 � 1s e7 Carlos . Utrera, P.E. Product Control Examiner NOA No 09- 0224.06 Expiration Date: May 06, 2014 Approval Date: May 06, 2009 E -1 HILTI HIT -HY 150 MAX Injection Adhesive Anchor Description: Fast cure adhesive anchor system consisting of a hybrid mortar and a threaded rod. The adhesive is identified as HIT -HY 150 MAX. The mortar is dispensed 2 from a compressible side by side refill pack through a static mixing nozzle. INFLUENCE OF TEMPERATURE The threaded rods used in this approval are HILTI HAS Super conforming with ASTM M 4R1 A193, Grade B7. The minimum yield strength is 105 ksl and the minimum tensile strength is 125 ksi. HAS Super rods are protected from corrosion with a minimum 5 gam 12 __.__ ____...._______- i (0.0002 in.) thick zinc electroplated coating. Thomas Allan 100 Professietxdtagin eer ® 80 • • • Floridly 6in%*. 50899 • ALLOWABLE LOAD p 60 • • • • • • 4 ••.•••HILTI,;INC Oo ANCHOR EMBEDMENT 8000 P51 GROUTED CMU 4 2 0 • TuISO OK 741 • • • 5400 S 122 741 46 E eve 0 CONCRETE , SIZE DEPTH SHEAR TENSION SHEAR TENSION • • • • • • • • • • • • 0 ••• • • • 1/2 4 - 2956 3827 • • • • • I 0 50 100 150 200 250 • • • • • • • • • • ' 5/8 - 1/4 2217 3469 5 4610 5148 3834 5619 • • • • • • • • • • 314 6 -518 DEGREES F • • • • • • • • 7124 6254 - - � • • • ....... ..._ - - - •••• • • HILTI HIT HY • 1 ) The percent of bad Is based upon load the control temperature of 70' F. I NJ ECTI: M • • • • • • • • • 2) Anchor performance is affected by the temperature of the concrete 4 • 4 ADHESIVE ANCHOR • masonry. See curve in order to adjust allowable loads. • • • • • • • • • • • • 1) in order to achieve the allowable load in concrete, a minimum edge distance of ma • • • 1.5 E and a minimum spacing of 1.0 E shall be observed. "E" equal to embedment. 0000 2) In order to achieve the allowable load in grouted CMU, a minimum edge distance of 9 inches and a minimum spacing 1.0 E shall be observed. 3) Allowable loads are equal to ultimate load divided by 4, 4) Concrete block grout shall have a minimum compressive strength of 2000 psi. REVISION DATE: 5) Anchor rods conform with ASTM A193, Grade B7. description DATE: 23 APR 2009 6) Anchor installation shall be made in accordance with published installation instructions DRAWING: 543 -002 —E in the HIM Product Technical Guide. HIT -HY 150 MAX 11,1 oz SCALE: — HIT -HY 150 MAX 11 OZ SHEET NO. 1 of 1 HIT -HY 150 MAX 16,9 oz HIT -HY 150 MAX 47,3 oz FOR OFFICE USE HAS Super Rod 1/2 x 6-1/2 HAS Super Rod 5/8 x 8 HAS Super Rod 3/4 x 9 -5/8 HAS Super Rod 3/4 x 14 ` P VIEW ••• • .'� ,: • iii ••� ••• :. .. •• i i • i • •i 22 -U� i i —O • • • • • • ••i ••• �•� • • • • ••• • •• ii• ••• : : •• •ii •i • •• •• •• • i • iii i i i i s• •• •• • i • s•* �• • • • • • • • • • • • • • i• ii • • • • i ii iii i• EXISTING GARAGE EXISTING CMU WALL \ PROVIDE CONCRETE BONDING AGENT o N ('E' —BOND) TO EXISTING SURFACES (BONDING AGENT SHOULD BE MASTER EXISTING DECORATIVE NOTCH BUILDER'S OR EQUAL) TO BE REPLACED (2)/5 E.A. SIDE W/ STD. HOOK DOWEL. INTO EXISTING WALL, ANCHOR w/ HILTI HIT —HY -150 EPDXY SYSTEM OR EQUAL AND 5 EMBED " (T I.G. AS SHOWN) EXISTING C.M.U. WALL FILLED /5 X 244' L IN 3000 PSI GROUT FlLLED CELL, DOWEL INTO EXISTING WALL, 4 0 ANCHOR w/ HILTI HIT —HY -150 EPDXY SYSTEM OR EQUAL AND 5" EMBED TOP do BTT. (TYP. AS SHOWN) EW WALL w /8'x8'x16' CONCRETE MASONRY UNIT WITH 9 GAUGE LADDER TYPE HORIZONTAL REINFORCEMENT EVERY OTHER I COURSE d SEE DETAIL "A" ------------- - - - - -- ------------------- TOP OF F. FLOOR NOTES: EXISTING DECORATIVE NOTCH - PROVIDE HOLE 1/4" LARGER THAN BAR DIAMETER. (0 To BE REPLACED - REMOVE ALL LOOSE PARTICLES AND DIRT FROM HOLE PRIOR o 1 TO EPDXY APPLICATION. o o N - PROVIDE CONCRETE BONDING AGENT ( "E" -BOND) TO EXISTING ® a SURFACES (BY MASTER BUILDER'S) FLORIDA ,E ,105390, - MASONRY: HOLLOW MASONRY UNITS OF CONCRETE, fm = 1,500 PSI, SHALL COMPLY ASTM C 55, ASTM C 73, ASTM C 90 AND ASTM C 744. GROUT SHALL REACH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. ASTM C 476. MORTAR TYPE 20�� M: SHALL COMPLY WITH ASTM C 270. ELEVATION DETAI "A" WINDOW REPAIR AT GARAGE SCALE: N.T.S. A & G ADVANCE ENGINEERING, L LIC Project name: VOLINSKI GARAGE REPAIR Customer C o n s u l t i n g Engineers — Certificate of Authorization # 28461 Job Address : 1036 NE 95 STREET, MIAMI SHORES, FL 33138 DIRECT PHONE — FAX 305 -253 9442 — 13380 SW 128th Street, Suite "B ", Miami, FI 33186 Drawing by : J.Tobar Date : 01 -21 -10 Scale: N.T.S. Drawing No, : 01/01 Job No.: 319 BUILDERS a r [. . Pr RO`JF-D BY - Mx� �,D 3 SUBJECT TO CC `;' L A NC' ?J 71 -i . ... . . ..• ... . 0 0 0 00: 00 0 ......... . . • . .. . . . • • •• •• ••• • • • • .. . . . .. ... a r [. . Pr RO`JF-D BY - Mx� �,D 3 SUBJECT TO CC `;' L A NC' ?J 71 -i . ... . . ..• ... . 0 0 0 00: 00 0 ......... . . • . .. . . . • • •• •• ••• • • • • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 140033 Permit Number: RC -1 -10 -110 Scheduled Inspection Date: April 08, 2010 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Final Owner: VOLINSKI, JOEL Work Classification: Alteration Job Address: 1036 NE 95 Street Miami Shores, FL 33138- Phone Number Parcel Number 113205012006 Project: <NONE> Contractor: DIRECT BUILDERS INC Phone: (305)232 -2329 Building Department Comments REMOVE AND DISPOSE OF EXISTING CONCRETE DECORATIVE NOTCH ON GARAGE WALL, FILL WITH CONCRETE BLOCK TEXTURE TO MATCH EXISTING Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 07, 2010 For Inspections please call: (305)762 -4949 Page 23 of 26