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RC-15-1687 (2) / �A1 -I6 Miami Shores Village Building Department F a o2 01� �\ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION UNE PHONE NUMBER:(305)762.4949 FBC 2010 BUILDING Master Permit NoF-(-\ I-5 t C�J PERMIT APPLICATION Sub Permit No. `I�-�y 1 2--G J (BUILDING ❑ ELECTRIC ❑ ROOFING U� REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP GCONTRACTOR DRAWINGS JOB ADDRESS: AIC City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: 11-12-06-04- 010 Is the Building Historically Designated:Yes NO Occupancy Type:AS'r Load: Construction Type: a-f Flood Zone:a BFE: FFE: a1*77041A , aA�0(rAL &--JU7- tee. 711VXjtT.- OWNER:Name(Fee Simple Titleholder): -40 A/,6 ?®s1- 7AW1- Phone#: ?®JE��72-6.Af S-- Address: Address: 4 It Sr City: ® State: Zip: Jz?/3rj- Tenant/Lessee Name: •,v,A Phone#: �,� �J�b:"Y-r Email: 4 720"Wy1 d-P- 444,4.,L . e-a41- CONTRACTOR:Company Name: 9A4_-, Phone#: Address: /A�vf� City: State: , Zip: .33 Qualifier Name: Ci9 ,r ®5®a+-lam Phone#: _� mat State Certification or Registration#: C- 1-52-0-31 2� - Certificate of Competency#: DESIGNER:Architect/Engineer: W —ee-au AV10^04-1111 Phone#:M?jfj .fid • a ,44,owA�- © L .4lt City: zip-34010Address Value of Wgrk for'this Perm)t:$ 617- Square/Unear Footage of Work: r Type of,Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of Work: ^ Al/rli�4" S'LA�y�3?'A'y of MASvnt��N s MaAyJN! ,pnnn,pv, '•d ��t10t�$!3 9lB0�• ailBf.4 (vP,ti714 � e r', Specify,color of color thru tile: Submittal Fee$ Permit Fee$ 3� ' CCF$ CO/CC$ Scanning Fee$_ .(3-C> Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ U Bond$ TOTAL FEE NOW DUE$ CAJ (Revised02/24/2014) Bonding Company's Name(if applicable) NIA Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) NIA 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 regulatink construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 fast 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. Signature Signature OWNER or AGENTC ck CTOR The foregoing instrument was acknowledged before me this The for oing instrument was anowledged before me this day of_ 20 /'f ,by day of�'� .20 /1- ,by I�A l who is p�rl,o known to 3 rg .who is personally known to me r who has produced as a or who has produced �/®�� rS as identification and who did take an oath. identification and who did take an oath. i i 10#e%° NOTARY PUBLIC: NOTARY P U • nRY 00 ;OTAO;!%, cli ' • r — Sign: � : Corrun Sign . do + Print: , No.FF 132M ; IIIM tVelup F'e1e- of F Seal: �o �` •.. A G.•• O �� Co mMe"#►FF 187946 ��'9�. •. UBL� .• 0�\\\ My Comm. plm ##i##F#nfei#c# • Ex #"raa#0is#9 OF F=f,-d=ZNa0mW ZNa0ry ######### (2�4APPROVED BY 10J Cb Plans Examiner Zoning zQStructural Review Clerk iRevised02/24/2014) > 1 VARIES wow:CoLv� i�s��o�B r---------------------------------------- ' r----OPTION 1:CMU WITH#3 ROD 16"O.C. •1, PIS "'� VERTICAL WITH 4°MIN EMBEDMENT EACH SIDE MIN.4"FROM CORNER. �'' 0000•• OPTION 2:FORM FOR SOLID GROUT JAMB TIED INTO EXISTING.PROVIDE#3 ROD 16" ••• •••• •••• • r O.C.VERTICALLY. EPDXY INTO EXISTING •• • • • • t. SOLID GROUTED JAMB,OR PROVIDE •••••• :°•••• •.••:• NEWGROUT. .••.•. . :....: 1 6-qo­--------- zt t TREATED BUCK REFER I •.000• 0 •••• **:see TO WINDOW INSTALLATION INSTRUCTIONS i ...... .. . 94069 REBAR GROUT OR EPDXY •• •• •• • so**:* i INTO CMU.6"MIN.PENETRATION IN CMU •• • • •• • • . • 000009 .112"MAX COVERAGE AT GROUT i 000000 " L---- • • • •0000• •• 0 •••• • • GROUT SOLID.ENSURE THAT • • • •• • ALL CORES ARE FILLED. •'•r. OMason Re air - Mason Jamb. 1/2"- 1t-Qn EXISTING OPENING MAY VARY Lu EXISTING CMU OPENING i 5 low 2X MAX.TREATED WOOD BUCK PER Q i LOCAL REQUIREMENT. i FASTEN WITH 11/4"TAPCON r O.C. i VERTICALLY AND 4"MAX FROM EACH ! a i END. i 0 = DURAWALL JOINT REINF. i v' TYPICAL.16"O.C.VERT.MAX i - i SPACING. -- - --- - ----- ------- LuI LLI too - L -- ---- ` •.J*-- --------------- CL < ..-� _.. NEW CMU TO CREATE SMALLER OPENING. INSPECT EXISTING OPENING:IF SOLID GROUT,THE ' F s 0 2 20 6 EPDXY#4 ROD 8"EMBEDMENT. OF FILO i. IF UNGROUTED,EXTEND ROD INTO SLAB MIN tjT°'°•�/O AND GROUT CORES SOLID. e• 5 R` 041 PROVIDE#4 DOWEL 6"MIN EMBED ( // (� �N EACH SIDE GROUT SOLID. ff o ; 0: 0 EVERY OTHER COURSE,MIN. *-.� 7 e {N: s V Mason Repair - Sill and Buck. *�®�;:. . 2 1/211 /2" = 1 1-011 ^ NOTE:DETAILS PROVIDED TO REDUCE OPENING SIZE. LARGER OPENINGS SHALL REQUIRED ADDITIONAL DESIGN FOR HEADERS OR LINTELS. Tomany Residence Job# 1506 Masonry 280 NE 91St Street,Miami Dale Jan 25 2016 Repair Shores,FL 33138 Drawn by wsa S K 1 Scale IW=1'-0" W.Stott Anderson AIA 5385 Andover Drive#101 Naples FL 239 398 4830 ?, Is dd®� I Section 036200—Non-Shrink Grouting7:B FEB i 0 2018 C>-- PART 1—GENERAL 1.10 SUMMARY A. Provide non shrink,rapid setting,hi strength repair mortar for horizontal structural patch and repair of existing concrete substrate. B. Provide high strength,non-metallic Portland cement based non shrink grout. 1.20 SUBM]rffALS A. Product Data: Submit manufacture 's product data and installation for each material and product used.Include manufacturer's Material Safety Data Sheets. 1.30 REFERENCES 1. ASTM C 109:Compressive Strength of Hydraulic Mortars 2. ASTM C 191:Setting time of Hytlic Cement 3. ASTM C 882:Slant Shear Bond strength 4. ASTM C 928:Rapid Hardening Cementitious Materials for Concrete Repairs 5. ASTM C 939:Flow of Grout 6. ASTM C 1107:Hydraulic Cement Gut( on Shrink) 7. Region III Test Method IV:Freeze/ aw Testing 8. Utah D.O.T.Bond/Slant Shear Testcg 1.40 QUALITY ASSURANCE A. Manufacturer's Qualifications:The manufacturer shall be a company with at least fifteen years experience in the manufacturer and marketing pf pre-packaged cementitious repair materials. B. Installer's Qualifications: The con ctor shall be qualified to perform the work specified by reason of experience. 1.50 DELIVERY,STORAGE AND HANDLING A.Deliver products in original packagii ig,labeled with product identification,manufacturer, batch number and shelf life. B. Store products in a dry area.Protect from direct sunlight. C. Handle products in accordance with manufacturer's printed recommendations. PART 2—PRODUCTS 2.10 MATERIALS A. Non Shrink rapid setting high stren ,hydraulic cement based repair mortar and Non Shrink Grouts for horizontal applications.Comply with the following: 1. Manufacturer: FastsetTM Non S rink Grout(#1585-09)as manufactured by the QURCRETE® Companies,One Securities Cen e,3490 Piedmont Road,NE,Suite 1300,Atlanta,GA 30305;telephone(404)634-9190. 2. Performance and Physical Prop rties at 73 degrees F and 50 percent relative humidity: a.Compliance:ASTM C 28 R-3 specifications ASTM C 1107 CRD 621 b.Working Time,ASTM lC 1107: 15-20 minutes. c.Final Set Time,ASTM C 191:20-45 minutes. d.Compressive Strength,ASTM C 109 Modified: Fluid:2000 psi(13.8 MPa)@ 3 hours,4000 psi(27.6 MPa)@ 24 hours,5000 psi(34.5 MPa)@ 7 days and 6500 psi(44.8 MPa)@ 28 days. Flow le:2500 psi( 9.2 MPa)@ 3 hours,4500 psi,4500 psi(31 MPa)@ 24 hours,5500 psi(37. MPA)@ 7 days and 7500 psi(51.7 MPa)@ 28 days. Plastic:3000 psi(20. MPa)@ 3 hours,5000 psi(34.5 MPa)@ 24 hours, 6000 psi(41.3 MPs) 7 days and 8000 psi(55.1 MPs)@ 28 days. e.Slant Shear Bond Strength,ASTM C 928: 1000 psi(6.9 MPa)@ 24 hours, 1500 psi (10.3 MPa)@ 7 days and 2500 psi(17.2 MPa)@ 28 days. f. Height Change,ASIM C 1090:0-0.2%. g.Flow at Fluid Consistency,ASTM C 939:20-30 seconds. PART 3—EXECUTION 3.10 EXAMINATION A. Examine substrates and conditions under which materials will be installed.Do not proceed with installation until unsatisfactory conditions are corrected. B. Coordinate installation with adjacen work to ensure proper sequence of construction.Protect adjacent areas landscaping from cotact due to mixing and handling of materials. 3.20 SURFACE PREPARATION: Comply with manufacturer's printed instructions and the following: A.Remove all spalled and unsounconcrete from area to be repaired.If rusty reinforcing steel is present;it must be abrasi a blasted to remove rust. B. Remove enough material to co pletely expose reinforcing steel. C. Large vertical or overhead patches deeper than 2"(50 mm)should contain reinforcing steel.An additional steel should be inserted using appropriate techniques,if none is present. D. Clean surface to be repaired of all materials including dust,oil,dirt and grease. E. Dampen with clean water before patching and remove standing water. 3.30 MIXING: Comply with manufacturer's prin instructions and the following: A.Material should be mechanically mixed for a minimum of 3 minutes using a five gallon(19L)bucket with a'/z"(12mm)drill and paddle mixer.For large grouting applications a standard mortar mixer should be used. B.Add 1 ''A gallon(4.7L)of clean water for each 601b(27.2 kg)bag to achieve a plastic consistency.(Flowable: 1''/Z gallon(5.7L),fluid 1%gal.(6.6L)). Add the powder to the water and mix to achieve required placing consistency. Add water sparingly to reach the desired consistency. Do not mix more material than can be placed in 15 minutes. C.For repair deeper than 2" (50 mm),up to 30 lbs(13.6kg)of clean, high quality V2"(12mm)gravel may be added to the mix at the plastic consistency.The water required will be reduced to 1 gallon(3.8 )per 60-pound(27.2 kg)bag. D.Do not re-temper with additional water. 3.40 APPLICATION: Comply with manufacturer's printe instructions and the following: A.Instructions for use as a Grout 1.The area to be grouted should a thoroughly flushed and soaked with clean water prior to grouting.Leave no standing water. 2.Place the grout quickly and continuously use light rodding or strapping is permitted to eliminate air bubbles. 3.Grout temperature should be m intained from 50°F to 90°F(10°C-32°C)to achieve specified results.Use cold wat r in hot weather or hot water in cold weather to r achieve desired grout temperlortar re.Do not use if temperature is expected to go below 32°F(0°C)within a 12 hour pod. B.Instructions for use as a Repair 1.Remove all areas of spalled ar�d unsound concrete from surface to be repaired. 2.Repair areas that are subjectheavy traffic should have a vertical edge of%z" (12 mm)or more,formed byutra se of a pneumatic jackhammer or sawing. 3.Dampen surface with clean wi ter before patching.Remove standing water. 4.The repaired areas should be f Iled by placing material full depth,from one end to the other to eliminate partial depth lifts between batches. 5.Consolidate the material by hand tamping or chopping with a shovel or trowel. This is particularly important ound the edges. 6.Screed and finish to'create a surface that matches the surrounding finish. 7.Repair Mortar temperature should be maintained from 50°F to 90°F(I VC-32°C) to achieve specified results.U e cold water in hot weather or hot water in cold weather to achieve desired grout temperature.Do not use if temperature is expected to go below 32T(0°C)within a 12 hour p riod. 3.50 CURING A.Grouting applications must be dp cured for at least one day. No special curing procedures are required for repair applications b t sealing surface with QUIKRETE®Acrylic Concrete Sealer(No. 8800)after concrete has hardenwill ensure proper curing and help prevent shrinkage cracking. 3.60 CLEANING A.Remove excess material beforeaterial cures.If material has cured,remove using mechanical methods that will noildamage substrate. END OF SECTION