The URL can be used to link to this page

RF-14-534 (2)Miami Snores village Building,bepartment 10050 N.E.2nd Avenue'B441hi' Shores, Florida 33138 Tel: (305) 795.2204' Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (345) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 1301 NE 102 ST W PR 0 8 014 FBC 20 L� eg� Permit No. w - Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 -3205-023-0160 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): MARTHA I MCGEE Phone#: AAA- 1301 NE 102 ST City: MIAMI SHORES State: FLORIDA Zip: 33138 Tenant/Lessee Name: Phone#:_ Email: CONTRACTOR: Company Name: A-1 JOSE JOSE ROOFING CORP phone#: 305-970-0000 Address: 430-4 ST NE City: NAPLES State: FLORIDA Zip: 34120 Qualifier Name: JOSE MAGDALENO Phone#: 305-970-0000 State Certification or Registration #: CCC 1326469 Certificate of Competency #: Contact Phone#: 305-970-0000 Email Address: JOSEJOSEROOFING @YAHOO.COM DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition ❑Aeration Description of Work: REVISION TO ROOF PERMIT ROOF TO WALL STRAP ONew ORepair/Replace ❑Demolition #RF -3-14-534 I Color thru tile: W. r- Submittal Fee $ Permit Fee $LP 12 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $} Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) 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 will not be approved and a reinspection fee will be charged. Signa Signature f Owner or Agent ontractor The fore inga trument as ackn wled d befor m this The fore oing ' s ent w acknow ed efore e this day 20 by(,� , day of 20�, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: =FSPR "fie% HENISSE CARRERA * MY COMMISSION # DD 980941 EXPIRES: April 12, 2014 Sign: sll".0"I" Bonded Thru Budget Notary Ssruices P' My Com'niission Expires: identification and who did take an oath. NOTARY PUBLIC: �oS:RY P�8% HENISSE CARRSRA MY COMMISSION # DD 980941 S, l _ _ * s ti �, oP EXPIRES: April 12, 2014 Bonded Thru Budget Notary Smices Sign: My Commission Expires: APPROVED BY V ,< `' Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 C11v r y Permit No: f -F/ 4 — V y Structural Critique Sheet M��N' Page 1 of 1 STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Mehdi Asraf Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 4/ 2 210 Page 1 of 1 Permit No: P F ( ,,,,, �" 3 4 / Structural Critique Sheet cd L'- -rJs STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Mehdi Asraf 49N I S 2914 Gane 12, 2014 YENANTT. LEYVA, RE RE #67416 7066 SW 44th Street Miami, FL. 33155 Tei: 786-398-9179 Fex:786-800-2627 To: MIAMI SHORES VILLAGE BUILDING DEPAWBIENT Re: 1361 NE 1 f}2 ST MIATT- 1 SH ORES, FL 33138 Dear Building Official, C.otatractor: A-1 JOSE JOSE ROOI-�ING CORl? P rntit # RF 14-534 In reference to the above mentioned address l.'m-Yenatlt T Lei :-a the engineer in charge of the Retrofit Roof to X ail Connection project, engineer Retnberio Contreras onl-v did the first inspection. If I could be any furd.es assistance in this projecr please do not hesitate to contact my office if jou have any question regarding this important matter.. Sincerely, .. ... .. ... • • .. • . • • . . .. .. • .. Soo 0.0 .... . .. .. ....... . . . .. . . . I4-��`� An 18 014 •• ••• • • • • • •• • •• ••• •• • • • ••• • • • • ••• • ••• • • • • • • •••00 00 • . CITY fE TRUSS t'a 7R�' FIt 1:5 '69ff WRAP TO TRUSSE ,r AND NAILED W; !Cd COMMON NAILPL 1. Xi6Ga"7124,•. i ° 2"x2'x3/16" WASHER 0 / !{2"X2-3/4" caponsian bolt • WTIE a ...CRETE BEAM OEN€RA+ Ni3TS: 13 Deign conforms to i`'8G 2010, !6C 2003 and }tiC7S 20tO. j Structural sceet shosl conform to ASTM A36, ye?d strength 36000 ps's. icad va:ue shownare based on, Steel Stress without 3398 increase, All bn?# �oies are 13/16" diameter, 3) All Nail Ytl'Ue3 in wood Conform s.a NDS 20'.0 for southern Pine, G=0.55. Ya>;@$ for other species shah be adjusted as per NDS 2014. R00#tCT C40dPLYS �,•knj EMBER Or iiES"R1PT#(3N I �hiERiAL �90LT i l DESIGN LOAD (SBS) `- i TO >iE BEAM :0 t"E#uSS i GRAV[TkfcY UPLIFT t� 1.5..xvaSTRAP 'Plate {l} J"x2-3l4 Csa god — s$s EYVA YENAN T. L"AFAU NM (sar} +W t • Chapter 23 - Wood 2319.3 Bearing. Page 3 of 11 2319.3.1 Joists and rafters shall have not less than three inches of bearing, on wood, metal, grout filled masonry or concrete except as provided in Sections 2319.3.2 2319.3.3 and 2319,3.4. 2319.3.2 Masonry and concrete. 2319.3.2.1 Joists and rafters may bear on and be anchored by steel strap anchor embedded into a grout filled cell of the masonry or reinforced concrete, as described in Sections 2321.5.1 to a wood plate provided such wood plate is of an approved durable species or pressure treated with an approved preservative and such plate shall be not less than 2 inch by 4 inch (51 mm by 102 nim) and attached as per Sec on 2318.1.4.1. The net uplift on the plate shall be limited to 300 pounds per foot (4378 N/m). 2319.3.2.2 Joists and rafters may bear on a Product Approved channel -shaped metal saddle and fastened to the masonry by a steel strap anchor embedded into a grout filled cell of the masonry or concrete. 2319.3.2.3 Joists and rafters may bear on masonry, provided that each joist or rafter in contact with masonry is of an approved durable species or pressure treated with an approved preservative and anchored as in Section 23193.2.2 above. 2319.3.3 Floor joists may butt into a header beam if effectively toenailed and if an approved metal hanger providing not less than 3 inches (76 mm) of bearing transmits the vertical load to the top of the header, provided, however, that approved devices or other approved means of support may be used in lieu of such bearing. All hangers and devices shall have Product Approval. 2319.3.4 Ceiling joists may butt into a header beam, as set forth for floor joists, or approved devices or other approved means of support may be used in lieu of such bearing. All devices shall have Product Approval. 23193.5 In lieu of the above, bearing and anchorage may be designed by rational analysis by a registered professional engineer or registered architect proficient in structural design. 2319.4 Splicing. Horizontal members shall not be spliced between supports except that properly designed splices or approved end: jointed lumber may be used. 2319.5 Notching and boring. 2319.5.1 Unless local unit stresses are calculated on the basis of reduced size, wood members in be"Rgsligli nVt be cut, notched or bored except as provided in Sections 2319.5. 1.1 and • 2319Z.r.l 231915.1.1'Nottheslrmy-belcut in the top or botto;fn(a%" eI*p210-tfi;n:*)nD*-*46xth#of the depth not longer than one-third of the depth of the member and shall notbefoca&d in the middle one - *we 0 btt;-.//PublicecoJes.cy*berregs.c8rmft7ft/st/b2OovO7/st st:9200V%F- 23.-*stc614.Uin: 7/2/2013 9*0 00* see :0 4 •0: 1 CONNECTOR TRUSS TO TIE BEAM 11 members) CtNwINEGTsSR DES+CR�►Tlai+t• 1698 STEEL PLATE (A36) Ft = 20000 psi Fv =14400 poi Allowable Tension (16 ga 1-112" Legs) Ft :m 20 Kip Diameter of Naii d.=(),12 smin bef:= 1-5 in. Plant thick t.= 0.00n. B net ba := bef - d ba = L4 Pa .= t•ba- Ft PA = 1.6 kips CIM IQ Ali ePORTED TRUSS: U" (6)10d Common nail a vertical PL 1B ga xi -1121• @ i" Shear Capacity for Uplift Minimum one plate by hanger Shear Capacity 10 d common nail Also := 981b No := b PAG 122 Umax(per plate) = Nse-No = 58alb mwdrnum t! H(t a ggg g 201110W TOTIE Allowable Pull Out 112" MKT Type Anchor, a EDGE DISTANCE, 2414° MINIMUM EMBEDMENT filo soft= 1 Basic Allowable Pull Out = 2,335 lbs Edge Distance Factor, fry =1 Spacing Factor, fe =1 Umax = 1 2335-1=2335 lbs, ; i ffl tib z 353 Ada .. ... . . • . . •• • •• • • • • ••• • •• ••• •• • • • •• ••• • • • • ••• • • 9:0 • • • • • 0:0 •• • • t • • • t "PRY#NG9:)ds" Grogram Version 2.0 tc=0 81B 1n. tc = SORT(B*B*W/(p*Fy)) (to devetop'S' in boWno prying) a = "0 446 a =115*((T1B)/(tttc)"2-1) (Norte: 0 s= a — I1 0) Q = 0.37 � kips Q = B'6*a*p*(otic)12 (prying force per boo at design toad) a' =1 x.1928 a' = 11(W('t+p))%tc)"2-1) Ta =1-0.if a' >1: Ta = B*(t/tc)"2*(1+5) , If a' < 0: Ta = B If 0 <- a' — 1: Ta Ta >= T, O.K. t(req'd) - p.207 A t(req'd) = SQRT(B*T*b'/(p*Fy)) . .. . . . . ... . .. ... .. . . . .. . ... . ... . . ... . 00 . ... . . . . . . . . . . . . . . .. 000 .. . 000 ... . . . . ... . . .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... . . ... . . . . . . . . . . . . . . .. . . . .. . . .. . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . "PRYING9.As" Program Version 2.0 • • • •• ••• • • •• W—WO ACT1W KiWYM • • • • • • •• For Sttvctural mel Con"WOOns Per AMC t editm est �� 44910 446 Job Name: stra • ••• • • • • Su Job Numberl • • MainatorlChecker. In ata: • Total Tension load, Tt = kips bf/2=1 Total Shear load, Vt = _0.65 0.01 kips /2=1 Steel Yield, Fy = a 36 f Isi db=0.5 1 ::l 0=0.37 Bolt Diameter, db = ASTM Bolt Desag. = A3255 j t=0.48 Soft Type (N, X, or SC) = N s Bolt 1 ksie Type = .:Stt1dSlttl 4 T+0=0.92 Tributary lertgth/Soli, p = 2.000 in. tvr=0.1 t b'=0.7 W--015 Total No. of Bolts, Nb = i bob r Width, bf = 2.000 in. 1 b=OM1 a=0 Thickness, t = 0,1800 in. M2 Thickness, tw =F' 0.t 000 in; Solt Gage, g = 2.000 r m. No. of loading Cycles = 2000 Q0 (rbr as y ) o Results: 2*T=1,1 Check Solt Tii r: Ab = 0.1963 an.12 Ab = t*dbA2/4 tUr9 vb = ' 0.01 TM0._05 kipsPoft vb = VtINb — fv = ft fv = vb/Ab T = ' 0.55 kip$Av t T = Tt/Nb ft = 2.60 ksi ft = T/Ab Tb = 12.00 k{ps Tb = Tb from RISC Table J3.7 (for A325 bot s) Fv =21.00 k u Fv = Fv from AISC Table J3.2 (for N, X bolts) Vb = ..,< __4;j 4 _. kip&4m t Vb = Fv*Ab Vb >= vb, O.K. Ft(w/o Shr.) = 44.00 ksi Ft = (Ft from Table J3.2, fatigue is not considered) Ft = ksi Ft = SQRT(FtA2•(Ft(Fv)A2*ivA2) (for N; X bona) B = _ 8.60 k ps,bat B = Ft*Ab (for N, X bolts) 8 >= T, OX Callmdate Rea uIredThick m b = 0.9500 in. b = (9-tw)€2 b' = 0.7000 'in. b'= b-db/2 a= 0.0000 in. a= minimum of: (bf-g)/2 or 1.25*b a' = 0.2500 In. a'= a+db/2 p = 2.8000 p = b'/a' d' = 0.56225 in. d' = dh = db+1/16 (for Standard holes) 1-d'/p (1/p)*(Bfr-1) 1 Af O if s= 1: a' = 1, if R < 1: ce = lesser of 1 or t(req'd) _ (1.158 in. Weg'a) = SQRT(8*T*b'/(p`Fy (1+8-ce))) t t(r•q'd), OX 000 • ••• • • . • . .. o-tinusd) • • • •• ••• • • •• • • • • • • • • • •• • ••• ••• • • • • • • •• • • • • • • ••• • • •• • ••• • • • • • • • • • • • *:6 • • • • 0:0 • • . ......... . .. ... .. . .... . ... ...... . . .. . .. . . .... • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • � � 1 . • 0. 1 tit= a --- ► ' t 1 V *1 Sao - I' u T a •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• ••• ••• • • • • • ••• • • • Y • ••• • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • 0:0 • • • • • • Y • • • • Im 1 41 • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • REMBERTO CONTRERAS RE #21522 70666 SLS' 44th Street Miami, FL 33155 Tel: 786-398-9179 Fax: 305-485-9011 TRUSS INSPECTION March 4; 2414 To.: CITY OF MIAMI SHORES CONTRACTOR: Al JOSE JOSE ROOFING BUILDING AND ZONING DEP. RE: 1301 NE 102 ST MIAMI SHORES f�L Dear Sir: A representative from our office inspected the roof framing and roof framing anchors at the above referenced location. We hereby certify that the roof framing of wood, trusses spacing is 16" O.C. in good condition .. Some straps are missing and the others has straps that are not install according to the BUILDING CODE. Each truss needs to be anchored to the concrete beam with metal straps (Minimum numbers of fasteners per straps shall be 6 10d). All nails shall be clinched and the straps shall wrap over the roof trusses). All straps are to be installed according to a uplift capacity of 500 pounds as specified in the Florida Building Commission Hurricane Mitigation Retrofit Manual Section 201.3.2 for existing site built family residential structures. This report is based on limited visual review of existing structural components. Please do not hesitate contact my office if you have any question. FFICE 1 Sincere.F11171 rr� BERI'O CONTRERAS RE i RE # 21522 APR 0 8 014 L•. ••: : ��S��or is t i• i i DATE •Y� ZOt -J i %G DEBT ` MJ; C 1 10 COMPLIANCE WITH ALL FEDERAL �fEh61*Y(Cj! F* AND RMULATIONS Ilia • •• •• a • • •• •• ••• • • • ••• • • YENAN T. LEYVA P. E. No 67416 STRUCTURAL CALCULATION ROOF TO WALL CONNECTION RETROFIT AT 1301 NE 102nd ST MIAMI SHORE, Florida. INDEX: WIND LOAD CALCULATIONS ------------------------ 1 to 5 REACTIONS ON TRUSSES AND GIRDERS------- 6 to 6 ROOF DIAPHRAGM ANALYSIS -------_-_-_------ 7 to 10 ROOF TO WALL CONNECTOR DESIGN -------- 11 to 14 . . • . . . . . . . . • . . . . . goo. • •000 • • • • • • • • 0 ••• • . • • • • • • • . .• • •.�{y8�TjW 449t IW 1ml, P[ 33165 • • a•. PFI: 786.398.9179 Sheet No. . . . ... . . . . . •.. • . . . .. .. . . . .. .. . •• •• • . • •• •• ••• . . . ... • . ... . . 0 000 0 • JOB TITLE 102nd ST JOB NO. SHEET NO. CALCULATED BY IR DATE dam_ ,%. CHECKED BY DATE CS12 Ver 2013.02.15 www.aM were.cem STRUCTURAL CALCULATIONS FOR 1301 NE 102nd ST Miami Shore •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • •• • • • • ••• • •• ••• •• • • • •• ••• • • • • • • • • • • • • • • •• • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• ••• • •• s •• •• ••• • ••• • • JOB TrrLE 1304 NE 102nd ST Mlam! Shore 7066 SW 44th Street Miami, FL JOB NO. _ __SHEET NO. 786-398-9179 CALCULATED BY IR DATE CHECKED BY DATE Wind Loads: ASCE 7-10 Ultimate Wind Speed 175 mph Nominal Wind Speed 135.6 mph Risk Category II Exposure Category C Enclosure Classif. Enclosed Building Irrtemal pressure +/-0.18 Directionality (Kd) 0.85 Z) Kh erase 1 0.849 2 Kh case 2 0.849 Speed-up Type of roof Hip ,�upa�irxij ,Z x(dwmnuatiridl _. H)2 TogograDhic Factor (Kzt) Lh Hit H Topography Flat Hill Height (H) 0.0 ft . H< 15ft;exp C Half Hill Length (Lh) 0.0 It :. Kzt--1.0 ESCARPMENT Actual H/Lh = 0.00 Use H/Lh = 0.00 V(Z) Modified Lh = 0.0 ft Z From top of crest: x = 0.0 ft { Speed-up Bldg up/down vwnd? dowrrvwnd V(Z) x(up x(downvAnd) H/Lh= 0.00 K,= 0.000 HP2 H wth = 0.00 Ka = 0.000 Lh FUS zJLh = 0.00 K, = 1.000 2D ROGE or 3D AXISYMMETRICAL HILL At Mean Roof Ht: Kzt = (1+KjKZK3)"2 = 1.00 Gust Effect Factor Flexure structure if natural frequawy < 1 Hz (7 > f secw4. h = 12.0 ft However, if building hB < 4 then probably rigid structure (rule of thumb). B = 44.0 ft h/B = 0.27 Rigid structure /z (0.6h) = 15.0 ft G= 0.85 Using rigid structure default Riaid Structure Flexible aMi •all Sensitive Wuctum 6 = 0,20 Natural Frequency (qj) = 0.400083 I = 500 ft Damping ratio (P) = 0.02 Zmin =- 0.65 C = 0.20; : •.: so : : : : : /a = ; 0.1,E •.: go, 9v= 3.4 . .. . .... Vz= -.140.1: : : :•: •. La= 427.1 ft" . ..: •.: •.• ..• Ni = •• me .. .. Q= Q92 Rr, = 0.122 IZ = OP23 ... Rh sQ.007 ... q 0.449 h = 12.0 ft G = 0 88► user G = Oi85' N . . : : : : : : RB � • � g.71 § • n; 0!::8 • • • •• .. . • • • •• • • • • . . . . . RL = Q.284 ••• q;' ?.�f8•.• 9R = 3.965 R = 1.619 ... . . . .. ... . G = •x•1104 : •:• . . . . . . ... . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . ... .. ... . . . . .... . . . .. .. . . .. .. ... . . . ... . . ... . . 4 • • jos Tm.E 1301 NE 102nd ST Miami Shore 7066 SW 44th Street Miami, FL jos no. SHEBr NO. 786-398-9179 cALcuLATEDsY IR DATE-P�!ir°a CHECK BY DATE Wind Loads - MWFRS all h (Enclosedipartially enclosed onl M (cue 2) = 40.85 h= 12.0 ft GCpi = +/-0.18 Base pressure (qh) = 33.9 pat ridge ht = 14.8 It G = 0.85 Roof Angle (8) = 14.0 deg L = 70.0 It qi = qh Roof tributary area - (h/2)*L 420 sf B = 44.0 It (h/2)*B: 264 sf -8.3 Windward parapet: -0.38 -11.0 Nominal Wind Surrarm Prmmuran lmafl surface VVInd Normal to Ridge B/L = 0.63 h/L = 0.27 Wind Parallel to Ridge L/$ = 1.59 h/L = 0.17 Cp ghGCp w/+q,GCpi w/-ghGCpi DiW CP ghGCp w/+gjGCpl W-ghGCpi Windward Wail (WW) 0.80 23.1 see table below Kzt 0.80 23.1 see table below Leeward Wall (LW) -0.50 -14.4 -20.5 -8.3 Windward parapet: -0.38 -11.0 -17.1 4.9 Side Wall (SW) -0.70 -20.2 -26.3 -14.1 i i i -0.70 -20.2 -26.3 -14.1 Leeward Roof (LR) -0.46 -13.4 -19.5 -7.3 ••• • • • • ••• Included in windward roof Windward Roof neg press. -0.56 -16.1 -22.2 -10.0 0 to h/2* -0.90 -26.0 -32.1 -19.9 Windward Roof pos press. -0.05 -1.4 -7.5 4.7 h/2 to h* -0.90 -26.0 -32.1 -19.9 h to 2h* -0.50 -14.4 -20.5 -8.3 > 2h* -0.30 -8.7 -14.6 -2.5 -nonzoniai 016MCe rrom winGMr0 eage LR Windward WON Pressures at 112011 Combined W W + LW R `` Windward Wag Normal Para9el Z I Kz KZt q.GCp wl+q GCpi W-ghGC'pi to Ridge to Ridge f h= 0 to 15' 0.85 1.00 23.1 17.0 29.2 37.5 34.1 4L- �� `1w stv NOTE: See figure in ASCE7 for the application of fug and partial loading of the above wind preesures.'jjike t *eip%loldiIg Sifft WWDLRO8MAL TO MME WR Wii 1�R �� .+ BCW 'drW ,9VII7D DSRECS4 'li7diD YA,�RAyi�LEL TO I=- LW WW • ••• •• I• • • • • •sig j••••• • • • • i•i i •• i•• • • am • 23.1 psf (up T • • • : • •. • s• eAi vmrnte»aaRs ••• • • • • ••• • • • • • ••• •• • •• • ••• •• ••• • • • ••• • • Para et • • • • • • • • • z i Kz Kzt qp (psf) 0.0 ft 0.85 1.00 0.0 Windward parapet: • ••• • fDrO psi • • 04L +i1.4 t: • • Leeward parapet 0:) psi • • 4r • i i i Windward roof overhangs ( add to windward roof pressure) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • ••• • • • ••• •• • •• • WWDLRO8MAL TO MME WR Wii 1�R �� .+ BCW 'drW ,9VII7D DSRECS4 'li7diD YA,�RAyi�LEL TO I=- LW WW • ••• •• I• • • • • •sig j••••• • • • • i•i i •• i•• • • am • 23.1 psf (up T • • • : • •. • s• eAi vmrnte»aaRs ••• • • • • ••• • • • • • ••• •• • •• • ••• •• ••• • • • ••• • • 7066 SW 44th Street Miami, FL 786-398-9179 Wind Loads_- ComDonents & Cladding : h <= 60' JOB TRLE 1301 NE 102nd ST Miami Shore JOB NO. SHEET NO. CALCULATED BY IR DATE CHECKED BY DATE Ih (case 1) = 0.85 h = 12.0 ft Base pressure (qh) = 33.9 psf a = 4.4 ft Minimum parapet ht - 0.01t GCpi = +/-0.18 Roof Angle (8) = 14.0 deg Type of roof = Hip Roof Aree Negative Zone 1 Negative Zone Negative Zone Positive Ail Zone¢ Overhang Zone Overhang Zane Nominal Wind Pressures Negative zone a = zone z, since nip rooT wmi angre - zn degrees Overhang pressures in the table above assume an internal pressure coefficient (Gcpi) of 0.0 Overhang soffit pressure equals adjacent wap pressure reduced by internal pressure of 6.1 psf qp = 0.0 psf CASE A = pressure towards building (pos) CASE B = pressure away from bldg (neg) Solid Parapet Pressure GCp +N GCpi Surface Pressure (psf) User input 10 sf 1 50 sf 100 sf 10 sf 50 sf 100 sf 20 sf 40 sf -1.08 -1.01 -0.98 -36.7 -34.3 -33.3 -35.6 -34.6 -1.88 -1.53 -1.38 -63.8 -51.9 -46.8 -58.7 -53.6 -1.88 -1.53 -1.38 -63.8 -51.9 -46.8 -58.7 -53.6 0.68 0.54 0.48 23.1 18.3 16.3 21.0 19.0 -2.20 -220 -2.20 -74.7 -74.7 -74.7 -74.7 -74.7 -220 -220 -2.20 -74.7 -74.7 -74.7 -74.7 -74.7 Negative zone a = zone z, since nip rooT wmi angre - zn degrees Overhang pressures in the table above assume an internal pressure coefficient (Gcpi) of 0.0 Overhang soffit pressure equals adjacent wap pressure reduced by internal pressure of 6.1 psf qp = 0.0 psf CASE A = pressure towards building (pos) CASE B = pressure away from bldg (neg) Solid Parapet Pressure Surface Pressure User input 10 sf 100 sf 500 sf 40 sf CASE A: Interior zone: Comer zone: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 CASE B :Interior acne: Comer zone: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Wok GCp +/- GCpi Surface Pressure (psf) User input Area 10 sf 100 sf 500 sf 10 sf 100 Sr 1 500 sf 25 sf 50 sf Negative Zone 4-1.28 -1.10 -0.98 -43A -37.5 -33.3 -41.1 -39.3 Negative Zone 5 -1.58 -123 -0.98 -53.6 -41.6 -33.3 -48.9 -45.2 Positive Zone 4 & 5 1.18 J 1.00 0.88 40.1 34.1 29.9 37.7 35.9 • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• • • as 0 ••• • • • • r•• • • • • • • • • • • • • • •• •• • • • •• •• jos TrrLE 4304 NE 402nd ST Miami Shore 7066 SW 44th Street Miami, FL JOB NO. SHEET NO. 786-398-9179 cA1. maeo sY IR DATE CHECKED BY DATE Roofs ad 0 510" and all walls h>60' = =IIR714=11;u. i f I t 2� (D @ 1 r WALL UYaps h S 60' & alt design h490' --=.-t --Xx -4 JJ1 1 1 1 I I 1 I 0 1! 11 11 0 1 II i 301 Morpe roofs 1W<0s30° h S 60' & alt design h+9' il MuMspan Gable & Gable r < 8 s 450 Gable, Sawtooth and MulBspan Gable 8!9 7 degrees & Monoslope 5 3 degrees h 5 60' & ah design h<90' Hip 7° < 8 5 271 Monolope roofs 3*<051W h S W & ah design h<60' •v• i ft"4019:8531° It I6' 81aldplgf111W• • •• • •• •• • V ••• ••• • • • ••• • SavAooth 10" < 8 5 450 h S Sir & ah design h<W •• •• • • • • • •• • • • . • • • • • •• • -.00000000:: • • • •• f••• • •• • • • •• • •• • • • • ••• • •• • • •• • • • •• ••• ••• ••• • • • • • • • • • • ••• • • • • • • • ••• •••• ••• •• • ••• • • • • ••• • • ••• • •• • • • • ••• •• • • ••• • • • • • • • •• • • • • • • •• • ••• • • • • ••• • • ••• • • ••••••••••• • •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REACTIONS ON TRUSSES AND GIRDERS aL f 1 — Ridge aC 14 Lc Lee 0 61 LL-* e :.: -I —L 6.2 L • • • �„ Roof Load DL = 15 A 1 L�J p2 P LR LL = 20 psf Noy..P41.34 LL (ft) LR (fit) LC ft aL (ft) aR (ft) ac (ft) s (ft) p1 psf) p2 ps �1 • • 1.33 1.33 20.6 4.4 4.4 4.4 1.33 -24.3 -41.9 1.33 0 0 0 0.00 0.00 4.4 0 0 0 3.8 0 1.33- 2 4.3 Q -41.9 0 1 0 0 0.00 0 0 0 2 0 0 0.00 0 0 0 21 0 0 ..•.. •.•. 0 • Project 1301 NE 102nd ST Design By. I.R Date: Checked By: Image Location: ROOF DIAPHRAGM ANALYSIS (Short Direction) Distance between supports (Second Floor) : H1= Distance from Eave to Ridge : H2= pkv 75 ?ti F Wind Pressure: W.P j �s rf z (+Le&w%" Enter Shear Capacity of Diaphragm Without Bloking b Va=��" (Pram NDS 2014 Width Perp. To Wind Dir (B) �� t `,�+�� "SupkarrettASD'� Width Paral. To Wind Dir (L) L= P -C mta HoHzoMal Load on Dhwiyaam !P) Vt Length ()9: P Yt X= B12 - (B x Va)12 x VY = NA CONCLUSION: NOT BLOIGNG IS REGUERED • •• • • • • ••• • • ••Y Y • • • • • • • • • • • • • ••• • • • • • • • • • Y • • • • • • • • • • • • 1 • • • • •• •• • • • •• •• ••• • • • ••• • • Project 1301 NE 102nd ST Design By. I.R Date: Checked By. Page: •• ••• • • • • • •• Of • •• • • • • ••• •• ••• •• • • • •• • •• • • • •• • •• • •• • •• • ••• • • • • • • • • • • • • •• • • • •• • • 0.0 000 Or • • • • ••• • • • • • • • • • • • • • •• •• • • •• •• ••• • • •• ••• • • Project 1301 NE 102nd Design By: I.R Date: Checked By: Page_ Location: ROOF DIAPHRAGM ANALYSIS (Long Direction) Distance between supports: H1=b`�v Distance from Eave to Ridge : H2 Wind Pressure: W.P r7i _ _ _ s"i W�+teelyarq Enter Shear Capacity of Diaphragm Without Bkddng Va= &1 (Fran NDS 2014 Width Perp. To Wind Dir (B) �f#i} "Saptemer►tASD*) Width Paral. To Wind Dir (L) L= �. x a$ -ConmWe HotftnW toad on Dtaphraam tP) P = W.P x (H V2 + HZ) -Cottxfate for Sheat: Total Reaction: R = 0.5 x P x B Shear (Pounds per Foot): V = R!L = 0 74'p0 < Va OK Shear (Pounds per Truss cor VC (Pl1.33)12 I 7-7 3N j -Compute Reautred tenaM to be Stoked 00: vt Length M: -► vt X= B/2-(Bxva)l2x%t= NA' �111C•TJ � • ��l:iiT�7�: • : •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• Pdbledon.: • • • • • • • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• • • ••• • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Project 1301 NE 102nd 9y"� Design By. I.R Date: `/ o Checked By. Page: • • ••• • •• • • • • • •• • •• •• •• • • • •• J• • •• •• • • •• •• •• . • • .% • • .% • • .:o• • • CONNECTOR RAFTER TO TIE BEAM (1 members) CONNECTOR DESCRIPTION: 16ga STEEL PLATE (A36) Ft = 20000 psi Fv = 14400 psi Geometric Properties: TRY (1)1.5" 16ga STEEL PLATE A-36 Diameter of Nail Bmin Plate thick` B net bn := bef — d bn = 1.4 in Aprov = (bn•t) kyrov = 0.079 -in Allowable Tension (16 ga 1-1/2" Legs) Pn = Aprov. Ft Pim = 1573.21b Vn := t• bn. Fv Vn = 1132.71b CONNECTION TO SUPPORTED RAFTER: E:= 29000000• psi Fy := 36000• psi Ft := 20000• psi Fv := 14400• psi Use (6)10d common nail @ vertical PL 16 ga x1412" @ V Shear Capacity for Uplift Minimum one plate by strap Shear Capacity 10 d common nail' �,�9 no PAG 122 Umax(per plate) = Nsc.No= 880 lb CONNECTION TO TIE BEAM: Allowable Pull Out 1/2" MKT Type Anchor, *EDGE DISTANCE, 2-1/4" MINIMUM EMBEDMENT No Bolt = 1 Basic Allowable Tension = " es s�p 4 Basic Allowable Shear = }Ms Anchor Spacing Factor= W". Edge Distance Factor, .. ... .. ... .. . . . . OV . ...... . . . . . .. . .. . . .. .. . . . .. .. ... . . . ... . . CONNECTOR TRUSS TO TIE BEAM N members) CONNECTOR DESCRIPTION: 16ga STEEL PLATE (A36) Ft = 20000 psi Fv = 14400 psi Geometric Properties: E:= 29000000. psi TRY (1)1.5" 16ga STEEL PLATE A-36 Fy := 36000 -psi Diameter of Nail' «i' . Bmin Plate thick B net bn := bef - d bn = 1.4 in Aprov := (bn.t) kprov = 0.079 -in Allowable Tension (16 ga 1-1/2" Legs) Pn := Aprov- Ft Vn := t• bn• Fv Pn = 1573.21b Vu = 1132.71b Ft = 20000. psi Fv := 14400 -psi CONNECTION TO SUPPORTED TRUSS: Use (6)10d common nail a@ vertical PL 16 ga x14/2" @ 1" Shear Capacity for Uplift Minimum one plate by strap Shear Capacity 10 d common nail ;'`' z PAG 122 Umax(per plate) = Nsc-No = 8801b CONNECTION TO TIE BEAM: Allowable Pull Out 1/2" MKT Type Anchor, 4" EDGE DISTANCE, 2-1/4" MINIMUM EMBEDMENT No Bolt = 1 Basic Allowable Tension - V ✓� ; " Basic Allowable Shear= Anchor Spacing Factor= jf Edge Distance'Fadtbi', ." . ......... . . ....... . . . . . . . . . .. ... .. . . . . .. ... .. . .... . : •0 . . . . . •.• •o: •.• . . .... .... . . . .. ... . . . . . ... ... . . . . . so • .. . ... . . ...... . . . .... . .. . . •• •• . • . •• .. .... . . .... . • • ... . . .. .... . ... . V: . . . . . ..... . . .. .. ... . . . .... . Allowable Tension = Tallow = Talfowb-fa-f -nTallow = 23351b Allowable Shear= Vallow := Vallowb-fa-f -vallow = 55641b Maximum Uplift= 2,335 lbs; bolt aximum ift '� s, lbs. CHECKING STRAP CAPACITY From Ramer Reaction Calculations Rafter Span 44' @ 16"= ' lbs. Rafter Span 26" @ 16"-WII.yam lbs. For Ratter 26' Span Factor := Umax - Ta Faetor = 14 Control := if (Factor > 1,"W , "NOT OK") Control = "OK" For Rafter 23' Span Factorl := Umax - Tal IFactorl = 527 Controll := if (Factorl > i , "OK" , "INCREASE") lControll = "OK" Summary: I Add one sfra vd 10 10 d common nail LATERAL ANALYSIS CHECKING EXISTING TOE NAIL CAPACITY FOR LATERAL LOAD Use (3)10d common nail per Rafter. Shear Capacity for Rafter top 2x8 Cap anchor to concrete Tiebeam: Shear Capacity 10 d common nail''' ` , n Toe -nail FactorTable 12.38 Vmax(per Rafter) = Vmax := Nsc• No• Ctn Vmax = 383.46lb From Lateral analysis Short span cflmccchon= 1 ", x� �, Large span direcction= ..,. lbs. Factor := Vmax - Va lFactor = 228.46 lb Control := if Factor> 1, "OK" , "NOT OK" 1control = "O .00 • • • • • lb • •• • • Summary: Existing connection Toe -nail wi t3) 10 d common nail WOk 113W • Lateral Load .... . ...... . .. . V: . .. . . ...... . .. .. .... . . ... . . Allowable Tension= Tallow = Tallowb• fa• frn JTallaw=23351lb Allowable Shear = Vallow := VaHowb• fa• fry allow = 55641b Maximum Uplift= 2,335 lbs bolt aximum lift��"` ^ �'' lbs. i , CHECKING STRAP CAPACI From Truss Reaction Calculations Truss Span 44' @ 16"=�4�h�<l.' lbs. Truss Span 26" @ 16"- lbs. For Truss 26' Span Factor := Umax - Ta Factor = 14 Control := if ( Factor > 1, '-W, "NOT OK") Control = "OK" For Truss 23' Span Factorl := Umax - Tal lFactorl = 527 Controll := if (Factorl > 1, "OK" , "INCREASE") lControll = "OK" Summary: I Add one stra vid (10)10d common nail LATERAL ANALYSIS CHECKING EXISTING TOE NAIL CAPACITY FOR LATERAL LOAD Use (3)10d common nail per Truss. Shear Capacity for Truss top 2x8 Cap anchor to concrete Tiebeam: Shear Capacity 10 d common nail.MW �,� Toe -nail FactorUr Table 12.38 Vmax(per truss) = Vmax := Nsc• No• Ctn Vmax = 383.461b From Lateral analysis Short span direcction= Large span dimcction= ��' lbs. Summary: Factor := Vmax - Va lFactor = 228.461b Control := if Factor> 1, "OK" , "NOT OK" Control Ib.so ....... • • • • . . • • •• . • • . .•• • • .. . • . . ••• :xisdng connectdwn 7FM ) 40 it eammon nail fe8k la•SupW • .ateral Load . . .... .... ... . . . . . . . . • • • • •• • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •.. . . • ..•.. • • • • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • , 1 t Total Tension Load, Tt Total Shear Load, N t Steel Yield, Fy Bolt Diameter, db ASTM Bolt Desig. Bolt Type (N, X, or SC) Bolt Hole Type Tributary Length/Bdt, p Total No. of Bolts, Nb Width, bf Thickness, t Thidmess, tw Bolt Gage, g No. of Loading Cydes PRYING ACTION ANALYSIS For Structural Steel Connections Per RISC 9th Edition Manual (ASD) - Pages 4-89 to 4.95 "PRYING9.xls" Program Version 2.0 i W12=1 912=0.5 db=0.5 to=0 j=0.18 i I i T+0=0.55 b'=0.2 a'=0.75 i b=0.45 a=0.5 i M2 i i .5 years) i b = 0.4500in. b = (9-tw)/2 Results: W= 0.2000_ _ in. b' = b-dw 8= 2"T=1.i Ch Bo Tenslo and Shear: a= minimum of (bf-g)12 or 1.25*b Ab= 0.1963 in ^2 Ab = iedb"2/4 Nomenclat�mme Vb= 0.00 IdpS&0jt vb = Vt/Nb fv = 0.00ksi fv = vb/Ab T = 0.55 .: kips&ott T = Tt/Nb ft = 2.80 ksi It = T/Ab Tb = 12A0 kips Tb = Tb from AISC Table J3.7 (for A325 bolts) Fv = 21.00 ksi Fv = Fv from AISC Table J3.2 (for N, X bolts) Vb = 4.10 kips&ott Vb = Fv*Ab Vb >= vb, O.K. Ft(w/o Shr.) = 44.00 kw Ft = (Ft from Table J3.2, fatigue is not considered) Ft = 44.00 kW Ft = SQRT(Ft^2-(Ft/Fv)"2*fv"2) (for N, X bolts) B = -8.60 kips/bott B = Ft*Ab (for N, X halts) B >= T, O.K. b = 0.4500in. b = (9-tw)/2 W= 0.2000_ _ in. b' = b-dw 8= 0.5000 in. a= minimum of (bf-g)12 or 1.25*b a' = _ 0.7500 f k,. a' = a+db/2 p = 0.2667p = b7W d' = 0 6675.. in. d' =*dh = db+3/16 (for Oversized holes) 0.7708" 54.886 •1%� Erirr•1)•• • • •• • • • • • • ••• • • • • • • • • • • • i • • i 13 4-1: a' =lesser all or0f8r"(1-p)) • • i t(req'd) = 0.068 ir, t(req'd) = SQRT(8*T*b'/(p*Fy*(1+8*al)) t >= t(req'd), O.K. ... . . . • . ••• �■�■ ■�■ ■ ■ ■ • Tom•' •��■� ••• iii • (co. • • • • •• • • • •• • • ••• • • • • ••• • • ::.i of? • • • • • • • • • • • •• •• • • • •• •• • •• • • •• • • • ••• • • • • ••• • • $i349rA14:10:(i9 PM • • • • • • • • • • • •• •• • • • • •• •• ••• • • 000 • • TRYINGR)ds" Program Version 2.0 tc= 0.357 in. tc= SQRT(8*B*b'/(p*Fy)) (to develop'B' in bolts/no prying) a = Q.000 a =1 /S%TB}/(t/tc)"2-1) (Note: 0 <= a <=1.0) Q= 0.00 bps Q = B*S*a*p*(t/tc)"2 (prying force per bolt at design load) .k Allowable Bolt Tension with Pryina Action: a' = 3.0032 a = 1/(S*(1+p))*((tC/t)^2-1) Ta = 3.57 bps If d >1: Ta = B*(tttc)"2*(1+8) , If a' < 0: Ta = B If 0 <= a' <=1: Ta = B*(tltc)^2*(1+8*a') Ta >= T, O.K. Me Reaulred Thickness to Eliminate Prying Action: t(req'd) = 0.090 in. t(req'd) = SQRT(B*T*bY(p*Fy)) •• ••• • e • • • •• • •• • • • • ••• e •• ••• •• • • • •• 0- 9••• • • • • • • • •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• wiw w•• pie 004 •••• .•0 •♦9401410:6 9PM • Y •••i• • •• • • • ••O• • • • ••• • • ••• •• • •••• 0 Miami Shores Village Building Department MM N.E.2n i Avenue, Miami Shores, Fkd& 33138 Tel: (305) 795.2204 Fasts (345) 756.8972 V Y SON'S PHONE NUMBER: OM 7 49 LSL) l�iof� l'c�i/1�• BUILDING Permit Peru No. MAR 18 tag FBC ZO PERMIT APPLICATION mer Permit Ne f /G/ --� � Permit Type: BUILDING ROOFING JOB ADDRESS: v�')o 1 NF-- l o s hcl L< City: �S m County. NIiMA Dv* zip: 3s I , W Foliwatcei : 11 Cas - Gi� -QA6 Is the BuWbg Historically Demoted: Yes NO v< Flood Zane: OWNER: Now (Fee Simple Titleholder): MCXY ° C'f — a 0 (P - � i Addn a: I N P 9 ®aib9 V 1 city: ! r w. i C 4 S State• T Name: Phoma ��14 Email: CONTRACTOR: Conrpsny Name _®� , Phone#: 305'- q1®"' 0 Ad&m: q 30 Y jl r r C, P:� N Y= city: oma ._ State: p�� Zip: 139 ) A C2— Quaii6etNmne: Phone#: State Certification or Reiman # Certificate of Con"timy # Contact Pius# Emil Address: DESIGNER: ArchiteWEngineer. Phone#: value dWarklorthfslAftiS • d 4�, d4 FontageofWork Typed Mitts 0 Addition 0 Ammon 0 New 0 RepahMaplace 0 Demolition of r10 - Te SubwhW Fee !2 d Pmt Fee $ CCF $ MCC $ Scanning Fee $ Radon Fee $ DBPR$ Bon1$ Notary $ Ire $caton Fee $ Tedutdogy Fee $ Double Foe $_ $hudaral Review $ TOTAL FEE NOW DUE $� t Ponding Company's Name Cf appl1061e) _ Bonding Company's Ams City srmate zip Merillap Leader's Now (if applicable) 1 Mortgage Lender's Addrm 11Pt City Sterne Zap Application is hereby made to obtain a permit to do flea work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and dial all wank will be performed to meet the standards of all laws regulating construction in this jurisdicuou. I under that a sepraw permit must be secured for ELECTRICAL WORK, PLUMBINa SIGNS, WELLS, POOIS. FURNACES, BORERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing inforamtion is accurate and dmt all work will be done in compliance with nU apphcmbte laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR fMPROVEM :NTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiPH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice w Applicant As a eondkion to the hamaee of a building permit with an estanated value exceeding $25!711, the applicant must promise in good faida drat a copy of the notice of commencement and construction lien law brochure will be ddivered to she persona whose property is subject to arshxent. Aim a certified copy of nae recorded notice of cornmencenrent must be posted at the job site for the Just inspection which occurs seven (7) days after the building permit is lssceoi In the absence of such posted nonce, the inspection will not be approved and a reinspection fee will be charged t', " i\' Signatur+s�k�� Siguab Owner or Agent A The fol ac led 6efoncng day of by A who is persormlly kttt rte or who has As identification and who did take an oath. NOTARY PUBLIC: / �j („ ` _ J�Par �Ls4 HMISW CARRERA S' * * EXPIRES: April 12, 2014 My M ikon Expires: APPROVED BY ��l zl le tyO Plats Examint Structural Review Maviad 3/1VM12XJtav1ad07A0VXRVdSWO ire MatodY15M7 I�Vw'• � lT.�,�{s41 t r _i as identification and who did take an oath. NOT PUBLIC: MISSE CMPMA * * ppy 980941 99PIRM A01 12 2014 My Commission Expires: �,aTe� F`o¢°c Bonded Thr, Budget OIM Services Zoning Clerk RICK SCOTT 1GOVERNOR _ KEN LAWSON,I'SECRETARYMyr�M STATE OFFLORIDA DEPARTMENT OF BUSH-ESS AND PI2(�FESSIONXL;RE�l9B.ATION BUILDING CODel MINISTOF : SRI105 Thi STANDARD ROOFING INSPECTOR" Named-below IS CERTIFIED Under the piovislons,of Chapter 468' FS. - ®� • Expiration date NOV 30, 2015 ` a n � lo-k t�'.M' "n ff.`s'. „p�..•v •`a �On°2 !4 4 � �4, ~ -MA"GDACENO; JOSE '30ATH@SREET�NE}. - h .N " zm f,.;�✓��„w,� <1�`'. ._..+ •». "a w� 'mon. by '4. �q''t �'7 3 `'i °ia�,§�i VIVA HOUR Vv- :� � „ d. �'j � �° �' �` �� .. -3>.�_ �'�v'�„T_ �'J. aka '.�,,�{ v �s�� '^. � i �r�iah. ,,•,'` .",meq r k �y }a ISSUED: 12/01/2013 SEQ# L1312010000549 DISPLAYAS REQUIRED BY SEC. 196 1 CCC1 b iib of Busiogp ex e,�eddipt is not #^a�rcensa, i fo ess Ho'l'd hr arty goVammerdal or whra QOiVi the huhu all commercial vehrcl �� b eYCodo Sec �itrl'emi8a�dagb�l�k`cb�'�br a 1) Report Viewer T � 11�}��N �4�/1 ► jN�1�96 Adlmmhb JEFF ATWATM 1W CHIEF FINANCIAL OFFlCEIt STATE OF FLOtiDA DEPARTMENT OF FINANCIAL SERVICES DIMON OF WORKERS COMPENSATION * • CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORIQHW COl►PENSAT I MLAW ** CONSTRUCTION INDUSTRY EXEMPTION This cadiflas that the bulividual Ilted below has elected to be exmW from FIodda WarbW Coition law. EFFECTIVE DATE: W13=3 EXPIRATION DATE: 8/132015 PERSON: MAGDALENO JOSE FEIN: 850121871 BUSINESS NAME AND ADDRESS: A 1 JOSE JOSE ROOFING CORP 430 4TH STREET NE NAPLES FL 34120 SCOPES OF BUSINESS OR TRAM: ROOFING - ALL KINDS AND DRIVER OMF24Dw6232 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS't (830)493-1�8 Page 1 of 1 vi https://apps8.fldfs. com/crreportviewer/reportViewer. aspx?data.=kdvpginc9D7Q3gH6TER6... 8/26/2013 06-14-2012 ,.E JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXElEPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION' INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 06/14/2012 PERSON: SIBRIAN FEIN: 650121871 BUSINESS NAME AND ADDRESS: A 1 JOSE JOSE ROOFING CARP 430 4TH ST NE NAPLES FL 34120 SCOPES OF BUSINESS OR TRADE 1- CERTIFIED ROOFING CONTRACTOR EXPIRATION DATE: 06/14/2014 LUCIO DE JESUS IMPORTANT: Pursuant to Chapter 440 . 0504). F.S., an officer of 9 corporation who elects exemption from this chapter by filing a certificate of election ander this section may not recover benefits or compensation under this chapter. Parwumt to Chapter 440.05{121 F.S., Certificates of election to be exempt.— apply only within the scope of the business or trade listed an the notice of election to be exempt. Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or. the issuance of the certiflcate, the person named on the antico or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at may time for failure of the person named on the certificate to meat the requirements of this section. QUESTIONS? (850) 413-1609 171111111-757 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 MAR -18-2014 08:38 P.01/01 ,4►�o r C��i''�`��F1��0,�` ® •LiABILITY:Ii� SUR- ►MICE _ -J -_ _ °� ,°� ' ' 12/7 13 THIS CERTIFICATRa ISSUED AS A MATTEReOF INFORMATION ONLY -AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDIM THIS . CERTIFICAVE•DOES NOT -AFFIRMATIVELY OR NEGATIVELYAMEND,•EXI'END ORALTF4 THE -COVERAGE AFFORDED BY THE P45LICIES BELOW. TH CERTU-=- -tt? OF INSURANCE DOES NOT GONVITIV E A CONTRACT BETWEEN•THE ISSUING INSURMS), ALTI•HORiZED REFRWENTAYWOR PRQDUCM AND T14E CIMMICATE HOLDER. IMPORTANT: • Ifti scer hinder lean ADDITIONAL INSURW, the.poft(Iss) most he endareed- NSUE3ROI#ATiON IS WAfVED, subjectto dee terms aitld'ewi onions of the policy. catu" pormles may repulm an eriftmemeriL A statelaent on this cetiif+cate does not collier rights to the certificate hohl'sr in G uch sendo S . PRODUCERjCa Irimmrice Professiorrai.Camdtsnts 10481 S4ticBest $At -:0.204 Mialau, FL 331*': • . FilOtiP, )�e�j-OSiO Perez WE PRODUCER • JNR5M AFFORMNOMVERAde NA{Cs rlNSttlz s A-1 Jme Roofing Gory 430 401' St NE Naples; FL 34120 (239)'$92-4582 INSU MMA 1 Endurance Amerir an 5221a tNSIIRER a! INSLIKOR C I RsaK D INS!>IiER E INSURER F metol'/RCL[t1=�*1::1:41I;JW-y14iRWil-I�! :1aVJiJi'6j [U, -- 'T F4S IS TO CERTIFYTHAT THE POU CF INSURANCS US—TED 8E{.OW HAVE: BEEN ISSUM TO THE )NE URED NAMED ABOVE FOR THE POLICY PERIOD INDICATED_ NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER, DOCUMENT WITH RESPECT TO WHICH nils CE n'MCATE MAY BE ISSUES:) OR MAY PERTAIN, THE INSURANCE AFFORDED BY THEftUCIES DESCRIBED HM114 IS SMEC T TO'ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH )POLICIES. LIMITS SHOWN MAY HAVE BEIEN RERUCED BY PAID CLAIMS. L TYPE OF INSURAWZ DIN 5UBF POt.E NUMWR rt2M9R0T3 6NAI'rs A 7 GWIRAAL LMSIUTY RI CQJW'MROM Gil. UABIUN ❑ ❑ CLAriIS4MDE ® OCCUR ❑ aEuLAGGiiEGtA'rELmrAPPLrs<sPw% PM* .= 213119 ❑ LOC N CBCICU0148MW i?llidl2014 EACH OCCURRENM $ 1,01X) 000 P ES s oeaurerxe S 100.000 mea Exp (Acy� ) S 81000 PERSONAL & ADV NJURY b 4 ,ODD HOD GENERALA G TH $ 2.00D.000 PRODUCTS -C W10PAGG S.' 4,000,000 S' AUTOMOBILE LIABnJ Y ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ ; ee _MM n an AuTos, ❑ MD AUTOS ❑ NON-OWNEDAIUTOS ❑ CotwmmeDSIWMAUMIT $ IEa atxalmeq BODILY INJURY Tva paean) S BODILY INJURY (Per mdd&d S PROPER7YDAMAGE S IPeraoddent)' S $ ❑ UANNUR LA UAB ❑ OCCUR BXCLSS UA9 EACH OCCURRENCE S AGGREGATE S 1MORKERS I:OMP811SA'fdDN ppA��N}YD pG�IVIVIpP.ppLRROYEW UABILI Y QRPX:ERtN1E ER me Y / fib+ IQ RllrlepM QF EjRATIQr1S b41cW N I A + C A TH- �L SACH ACCIDENT . S E:L. DIseme -FA empLOYE S EL. OISFARE . POLICY; L9MIIT S • r . DESCriU�RtON OF OPERAT[OI� J WCAT{CIN$ U VEHIGI.ES (Atraeil A4'ORD 101, A�IN'iotl>e Rernml� setu�Wa, it nmre specs � nlguiesd) Roofing Corttralstors, . ..rns.rrsvnee nua.uce: WRIVVGLLAIIUIY i i SHOULD ANY OF TM ABOVE 131rSCY POLICIES BE CANCELLED BEFORE M)arrt•1 Shores Village TtiE EXPIRATEOIt DA71E T tdCREOF, a�0 <+'fnflt.i !3E 13F.I.tvBItE 131JIIdIITg Deparunent ACCORDANCE WITH THE POLICY P.AO191§ ONS. 1150 NE 2nd Avenue AUTHORRM REPROEffrAVVE Miami Shores, FL 339.38 305-795-2204 ® 1988-11XI9 ACORP 4X' 2POt IRON. Ail nghts mwxved. ACORD 28 (2008/Q9) QF The ACORD rwm6 a" ogo are' gWaredarlbft of ACORD TOTAL P.01 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Fbrida 33138 Tel: (305) 795.2204 Fax: (305) 758.8972 OWN 'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAIMgLY RESWENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Bung Department Date: 10050 NE 2rd Ave Miami Shores, A 33138 Re: owws Name• PropertyAddress: rJO i Roofing Femut Number. Dear Building Official: al: I m n ✓VAc L 1y1 Cit, e c erW that I am not required to retrofit the roof to wail connectlons of my burg because: wl�e just valuation for the struc kne for purpose of ad valorem taxation Is less than $300,000.00. Please attach prod of ad o The WWbV was constructed in compliance with the provisions of the Florida Bum Cade (FBC) or with the provisions of 1994 of the South Florida Building Code (1994 SFBC) 7 Wall= Print Name State of Florida County of Dade The undersigned, being the fust duly swa passe ays that he/she Is the wrmr for the above property menti. Swom to and subscribed before me this y of �ZpRY PUB`'c HENISSE CAIRtgR�i Notary Public, Sate of Florida at Lard * * COMMISSION # DD 980941 p,� r�Te0F FIS`°� eortded Thm6 j)fl 2,2014 • wf�n the Jw+ I Od1t� � ad Veb=1XIOM is gI b Cf ffM 9W $==A W d thi Wing wn rml mftuttd nfl FBC nor 19H SM1wwY00(1wtPMftabtf4ft81,111, 0111 frau a Gwow c* Rftfordt pAwtowau 0mmcbn N P00156d on 521008 KIRM ($711 • u 1 WIM 9- We til laid away all toofing debris. 10- Fenmit, L icensm humme and Enginmmg Tuts ate inrduded in Ibis price. 11- There will be an eigiigm (18) yearn gmm oe on labw anal Whip. Tffit1MAfiDt70CUXM .w.bi3mo6tkmPWarCMbD f - M31r !em Smft Cap mdm M as Ear d=W d dllm ar dda =ft dace Dj ds mwdMWwdmdPMm&A4hWhWXmft e Jhn ��,.r. -•-vi a�...ud.affft omt 3i.Rdsisd�er�r ibari%aa�htdlrpes�r/1�1b3taaRieaRl3oo��srdr�ellMYati4Yirtopet�lZ'ffwwiMasl� ata�gNdf�bttiotladaatidiapgd.i9�Nbamaet dar�Eao dtsa4 nta�rwa deEersao9�aroaiKA4hftA RMdl5CXPWM did■oababrYtaQaar>riiird�ai�aba&waaa�awaostaQdrla�arald i1w�aMifjmYoa,s�ae3saitio4adAla�ai�fwmrwr.Dor. araagrrresp�aoiaroomaLIS.MJarler&ead�C�ardaaliasasemdrEfrierrE�rdalw�di�anaiaeraelaLadatm�e�i� ttTWaa�w as4beaemdfdieapei iEm 1&IIalariaElatardLb.adaledfarnin�e!leArsl�n 33Efltriritlyd�ar�d6le�aeaaae.aedd�a *Ad6 wit; ssaid�,aaa�Mdwe.tssomd4me+ flaiataedlrbecedaasdaeE�raeabElodea todt,�-r+Dia�aeoitfl ' /aaeavdaaarrdddaataadtu"Oeemftrem* Mi&aedbri-3JaaeJaa N114adtirpOWNIDPOceed wSs eil I djwmL3L%wwMlwwPmFmftwmmW Il lafiyhmMmarI '@Wow pl 14cfaarydumpards**e vffiaI m - 1 da- abom aLQda 11 1 atamdbsasub oadtlw ftpdmvdebodmwfor*earbeomardbauoWvMbavatdaddapen 0 ImMe t ot�mbpeaaldlotba3rW tbefartad•ba pelw�dlgra rawdadaaaosaeplaaaraapartioo� � aait�Ka{Cadaun ltaatb; • P$Yir -wW be as 1� AN Pmt: At +COnd'aCL: $ S� � =NOW Isoaa,rrae a be s apau�ia. M WS*p a aompbued ii a N'i wadoseadjrimer amdbt W awdad par t& AM 2"d Pmt: Material Mob al: $ 3,5W.00 3"d Pmt: Tin Cap in* Approved: $ 3,850.00 4v' Pmt Peel & Stick kip. Approved: $ 3AW.00 5t' Pmt: Tile Oekvery: $ 3.500.00 e Pmt: Final Insp. Approved: 51,W00 t7N Fi0D0&II.'l�as above pdoal�, apariAoa6oasaad dbaeWmGlftw* m. OataaElli � tX p�ap,pgovie,*!. Pd5doaioai mm umaoatsm6saaroet,4 . bmalgraooepteLymmmum WOMANdi►uraj�tar P/or I7,L,O �wa.le,sadaaaaawraor. A-1 JCM TQgR RCknF NG MAPt"ITIA ZQN it ftwU"ddW* ummomos o 18TA�T Lam, w. sc,�,�o am. Up. accolamn oad• r LIL c ccolu" Rpt CONTRACT mmrftace �—O�j Addram UN 10 UQ Sbilt AMWM sus„ FbfWa to wither (18)y� arab>b��d�odao�eoab�,pimee da►doro 1- Cast A-1 &age Jm Roofing Carpo at M Z- We wM chock for my dmnM and Sa*um wlihaciaaW dwamadmcwas trod by do NowdDinowmaddaparamovMcondi6mcaftwo, TSMAMCMUXrMW LAiw *vMbps6sda mWftr+bMR,a�wb a�brbyaib isapemararCed�romoee 7. A-! Jan Jna t� i oae myoa�ifia � amrr dA�p as aim wail den �► de a� w�ui�iea ar drgainat A -f laa Jen aaoees QrponrLas6ra�t�ar�istrB�ae�wyab4�bll�ted�s.l�Plmaaaxorattt�eiLftOres�aoia�(b�aslapespaal. JQ gtbwas� aoeb,stwWibaedn�tiuptc�sed► bLi.+i�Rw..ow�i.ao.amcarr.roasg►iw.ir�niy/1.xJe�ela..�oel�t7o�poatloa u.&mad@r.forir�arrY�,rHl6.ym�fteAigt�•alaar�r.TBoaibesthpsatieaasaw+�ie�idn�tp�matapoaa�groa �1kao+�'#.aoraro� d�7r�ieotm�aa.L�pmpod.l�tbasaet�podilsA�poad�a�Mtar.gaNmnlaeALeai�ael�tas+iesaot 1aArL to�elo.tls adMaatbr�Mde�rpo�eRia�dsaLpa atala�araamra+MwadR,a�saob�rsl�,wsy�dQot;..tdaaniq,�,tr�k�aar. assaSraanepapmdasraasd.1!i.IMJaprJortRae�Caps��iraam�stdAo6madmniBwgdiapaMMa�aLLaala<i�o�Mdda. M►�aom�r�c a�baosd�aaAla�paa �aaA�tladf�a[! �odieotQAbeaonM�b�b�mePbIiMan l/tasbaferS�►dtisLiaea�ea�ot�r abslgwl8okmrb�ac �Ateaa6oswadnrptbiaaaeodnoaw��aaaaolJedbB�ii�tldq,la�ao�L#i'�RL�LA`LlODedQI�Y'Laa�s�and@» 2f.It�tarOc�oo��aiawaa�nw.bs9iapdarwffi Aaaatw� 6a osleml0dbrs�atl�seesaadaeerm Z:i ACCMPXA=CPPBSVMlbgmWkm PaYmastwLL b mdandw%dom A8 MWW In WMANd to be aa: aft A9 W* o to ==Pk O k a woAoanaLip aas w =Mft to MWO pmdM AM ale WM at dea�desaLaNaowLa�maaam�ew�baxamwedaotyapt�,, ,, wduma aiwiboor�teatraal4gao�ae A to ` Ito A�nmae8 - V-•' �s��ip�3epastaeaep�e�,lhe►ne odar.�9�+i�:'� CUMULATIVE SUBSTANTIAL UYIPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self- performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPER PERMIT ADDRESS: FOLIO NUMBER: i (o e05 - 0 X6— Q 1(90 FLOOD BASE FLOOD ELEVATION:ie FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): C COST OF PROPOSED IMPROVEMENTS: 416,M0 ler, � r -'t 1 t@e s (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): 1 , lW m tt- P s VALUE OF PRINCIPAL STRUC (attach appraisal): �� ` 1 OWNERS SIGNATURE: e " DATE: 0 ) PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 A-1 TQQW TAQW OCU"IU V- iMUV VA7TnT#I LbMWOSMIGS tall e0 4fH STREET N.E.. NAPLM FL 54120 $we LICL CC4#lanm (3 Ono C.OWIV ila CCCilaw Eat law TIM„RAF THIS IS A CLONMCQ1V'rRAC�C I- We will remove the adsting roof to a smooth workable surface and MWIM .91 doAft and f-gsd from a mod beam a, a sped haa 2- We will install a #30 Base shut ASTM D226 in,a shhWe manner with a four inch (4") top lap. 3- We will install galvanize metal three inch by three inch (3" X 3"). 4- We will i stall metal angle where necessary, primed with D41 and seal with stun stoat anchored every six inches (6") off center. 5- We will install Peel & Stick Self Adhesive dirty to the # 30 base shm. 6- We will Install Cwhent Tile Double Rall and / or Flat Tile color through, 7- We will install file with the approved foaan system. 8- We will lap the tale according to the South Florida Roofing Code in Roofing and the menuiactuser recanamenda#ion. 9 We will haul away all roofing debris. 10- Pemnit, Licenses, Insurance and Fig Tuts are included m this price. 11- There will be an eighteen (18 ) years guarantee on labor; and Wodmmnd* TOWANDCONA �Niwo ail6epsro®d sra�eo�dama�b�ea is do se'•sooR4m artaede0atoer ate tbaaffiejobttbmsRpadbamwd. t8ataa6E.®ba5otnsteedtpast�abtaas. �• �4•as®enolar�pes�Btltao.orto+seRmgpara�a�a p ftvAbeftdtbed6yA-Ileolaaepboats s.R�tnmoespas+ �attmtsims Gdpar�gmttsmtaetpoatibietbrmaodatttaobyasmitea % A -I lana late ftoft COPMWAM is rot tttdoomb Por dtmw at ddt ay or dtt wry dere by the g mlftm w dompma L A4 Am Apr Rooft Cotpotaeiosieaati6rimletoeffi�.t3ltltsAtar�ely�orrk�ta�a.9t s�oteeovar+dt daodsredi;�eee btasimida�attdopspod. la>PlLeamoatd duebstoatP�efiouedad�edb�G�eiaa►aao�terarmmtra6Wbegtbiotorattetasaeabtaooa�c®eedamome�PetsbtaoedlsMl JatototrYoo6yCbrpoa�. IL RdemeafHma[arldwa metistMbepo�ei►�M1JarJatsl�QaposBaaaamod�BrLrtF9neaotapoaea�tett ftlLetaw�iaaoP� aPmryrldgisdodedortlispopooY. ti YPaamwotmppaat�ieltfr�I�oad�aMaraelrtaormaitea�sedrt,�daErsmlba�oL I� A•1 loladotatOn tdd tttrbsbt/dtrt{totttile 6ardtaor,6mbWeaaieaaMtomtmtdduda[araAdneidtweakawMbjatab r+6aKtaatoa4wOdeaa�6400s�O.m�ertata�iot�met. Gray em mAna-'arromtatLILA4lotaloteRaed CmpotrBaalweaaarddlMed mrPgr4rii■jdinpattiimtld ,atarto tdt�e ti iWootaau mgiseatear(Csbiespat aeddMiedtae.l7rRite4cieeitar�mmedelte�ttadstieAartitattlesl�llfsiMMts�tftediffiOYaf'Ed�e�teamoetd®e ettaak, ewibg fe.AMroalk9meetVmbw%CanOP tma 9k*ft dIftCmteat+odMtad6p IhibrtAal tadul9.`FDsanTt�Fatittr am�tttraottlte pm+�+te�.tlNwofAotePettddola�rtrpxat aadt awattba roe#to pttple agaardlbrA-1 Jana laveRoolfustvtpordleatn V>oeeed aolm atltetwbaa6aa.>If.finawM6aato aAatt� ofanrtaat�bart wow OR 10mydemperat +lam splint+a6ere.l1.Rt6aarbestotfafsihorrfaab�os�Aarthatwioe�bedaa6e�t[msart6isar�barrd�Ad�a+d�sndm llt r� � � bl the ltllti Me ttR 1e� be psrleattad by a toamra a� � y,� sown+ FIS t�tiett` COAG bt tieslit�. qtyy :�I f I:t PaWNSI t4 WHI be MItoI+ers: 1'*Part: At sign ft cantmM 5 500.00 Z"d Pmt: Material Mobilization: $ 3,500.00 3" a Pmt: Tin Cap Insp. Approved: $ 3,850.00 0 Pmt: Peel & Stick Insp. Approved: $ 3;850.00 All --mid b g d to be r Vod& A0 wak m be noshed to a wodmttmtb% mom =oft to I pmcd= AIW a .. daturaama bteoHdeOe:tmcoatwildbsa:amtte. tt�maattbm.t<sivrElepamasa � � }. 5n' Pmt: Tile Delivery: $ 3,500.00 V e Pmt: Final Inso. Approved: 51,800.00 00* Ut o md=ffm=y 4mw due w &Vankaw arNWaddimW sod you lbe r+ea 10 wi 1h dw (18) yon o sAAd do tie followis� I• COR A-1 kw Jm Rc aam at (305) 97"M 2- We will chgak for anysed fixfim with achmW the ama'do rows dawapd by die Nahnal Dbasw m d do gwnaw will candim caamm dr.oasdrsusa+arb,amsaeeam�aodc�be� �ae�oaea�i�reSaa�PEedd�t9�.Ir�o6�, ��-BaepLA�5�3!" I " W=Mft aWd=pamdde1&, d aat.�t�ee�aeraa�a��tsaoastatM7w.i..R Cha ea►aa�e9 � ON& AThmwMbew &wasw=aqymowddfmW bolmormloft0sarsqdommatuldomp croloftsUMb =b• 1l.tf,bereeamaf�.e.�ertbafp�car�a'�Fartt�.,i�loaer�taoasdax+�eevwalm/ ®�m�amaasa:sem tbs t+asv�t be paib�sed by aHa�mdlatebasms sozpo;rso�I�dst3odef411me8a�. ACCHFrAN B CW PROPMAL IbmA D=pt P4yaaaam wM be gams aaulbd9bawf. Dwarf r:5— AU maw b pumod de be aw spedft Ali a&so ba comViand Is ac mow am ogro to daftd pmodom Any AUUWM at derbalDonadh6aae imwotvi�t�aoKaa�saaz�mdoelyopoa�a,,... So ammepsed MWAVAt@das tiv; �t 13pm+ iod,• '^ a Pfaeuhmad+oo>ty 6!a{r� �r M+a9rmasas�eraoo�w®ng �� r 1E. pwlil 76 My Home Property Information Report No.: 11-3205-023-U16Q 1301 NE 102 ST a Address: MARTHA I MCGEE 1130138- 1NNEE 10 ST MIAMI SHORES FL 2013 Applied Exemption/ 9 Authority:Taxable Value: Board: This report was created on 3/19/20141:30:46 PM for reference purposes only. Web Site 0 2002 Miami -Dade County. All rights reserved. Master Permi Contractor's Job Address nvvr �h. rvvn t ❑ Low Slope ❑ Mechanically Fastened Tile 13,,/NI orta ve S& Min ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood S=hi ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof V Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF)j%7 otaI (SF) 1 / Section B (Roof Pian) Sketch Roof Plan: Illustrate all leveloverflow drains. Include dimensions of sections an levels, dearly I7'ense"�nsions of elevated pressure zones a parapets. 15.34 2010 FLORIDA BUILDING CODE — BUILDING ROOF'ASSEMBUES AND ROOFTOP STRUCTURES 15.36 Florida Building Code Edition 2010 High -Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number:// —05,10 1 69L Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations) 1. P2: P3: 160 Steep Sloped Roof System Description Dedc Type: Type Underlayment: f Roof Slope: 12 Insulation: Fire Barrier: �- Ridge Vel tilation? Fastener Type & Spacing: Adhesive Type:Dyj 7,' I Mean Roof Height: � \ Roof Covering: Type & Size Drip Edge: 2010 FLORIDA BUILDING CODE — BUILDING 0`® 44 PDX es ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based Gk systems, choose either Method I or 2. Compare the values for Mr with the values from Mt. If the Mf values are greater than or equal to the Mr values, for each area of the roof, them the tile attachment method is acceptable. ¢ Cu dhad I "Moment B -W,1 Calcullaatioon'ss Per RAS 127" 7 o, (Pt:3g, x 71 r4Qo Cir �+ ®�q) Mg ,�►��1 �[ = Mir, 7'rJ .)�`/ Product Approval Mf ` 'Pq4� (P2: x 1l s �L ado% mr f = bir21��f � j Product Approval MpUJ �`. v/� Product Approval Mp�� s I '-' �' 1 Method 2 "Simplified Tile Calculations Per Table Below" Remuhed Moment of Resistance (M.) From Table Below Product Approval Mr *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based We systems use Method 3. Compared the vales for F with the values for Fr If the F'values we greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pp: x L = x w: = - W. x cos B = Frf Product Approval F, (P2: x L = x w: = - W: x cos B = Fr2 Product Approval F' (P3: x L = x w: = _� - W. x cos B = Fr3 Product Approval F' Where to obtain Information Mr required Moment Resistance* Symbol Where to find Mears Roof Haigh —> Roof Slope i 15• 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34A 36.0 37A 39.8 4.12 30A 322 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 26.0 29.4 30.5 324 7:12 24A 25.9 27.1 28.2 1 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based We systems use Method 3. Compared the vales for F with the values for Fr If the F'values we greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pp: x L = x w: = - W. x cos B = Frf Product Approval F, (P2: x L = x w: = - W: x cos B = Fr2 Product Approval F' (P3: x L = x w: = _� - W. x cos B = Fr3 Product Approval F' 2010 FLORIDA BUILDING CODE — BUILDING 15.37 Where to obtain Information Descripflon Symbol Where to find Design Pressure PI or P2 or P3 RAS 127TableIorbyanengineering analysis prepared byPEbasedonASCE7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier i Product Approval Restoring Moment due to Gravity M Product Approval Attachment Resistance Mf Product Approval Required Moment Resista= M Calculated Minimum Attachment Resistance F' Product Approval Requited Uplift Resistance Pr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W _ width Product Approval Ali calculations must be submitted to the building official at the time of permit application. 2010 FLORIDA BUILDING CODE — BUILDING 15.37 SECTIOA of !' i f ti. ,Pomting waW. The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in bwdying areas of the roof. Pounding can be an ir&mbon of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expedancy and performance of the new routing system. Pmmft conditions may not be evident until the original rooft system is removed. Founding conditions should be conected. Arrerflow emppers (wag ): It is required that rainwater flows off so gnat the roof is not overfoaW from a buildup of water r/edge wall or other roof extension may block this discharge I overflow sus (wail outlets) are not provided. it may be necessary to instal! overflow scuppers in vrlth the requirements of Sections R4402, R4403 aux! R4443. 7. Ventitation: hW roof structures should have some abitlty to vent natural airfbw thmuugh the interior of the structure assembly (the building itself). The exp amount of attb ventilation shall riot be reduced. It may be beneftial to consider additional venting which can result in exten the service life of the o9 Z / Owner/Ageds Signature Contractor Sig Date RevW on 70M LD �W � u �s� IAS MIAMI-DADE COUNTY S PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.eovIeconomv Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 of the Florida Building Code. DESCRIPTION: BORAL TileSeal LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", 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 revises NOA#12-0417.06 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-1219.01 Expiration Date: 07/31/17 Approval Date: 01/10/13 Page 1 of 4 ROOFING COMPONENT APPROVAL Ca o : Roofing Sub-Cateaory: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description BORAL TileSeal 36" x 36' rolls TAS 103 SBS self -adhering asphalt sheet material with a 36" x 72' rolls white glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: 1. Brentwood, NH EVIDENCE SUBMITTED: Test Aaencv Underwriters Laboratories, Inc. IRT Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Construction Materials Technologies, LLC. Test Identifier Test Name/Report R14610 Follow up Service 02-012 TAS 103 NEI -006-02-01 TAS 103 NEI -008-02-01 TAS 114 (I) NEI -045-02-01 ASTM D 4798 & ASTM G 155 NEI -053-02-01 ASTM D 4798 & ASTM G 155 NEI -076-02-01 TAS 103 / ASTM D4798 Date 03/28/02 02/28/02 04/01/02 07/30/02 08/08/07 05/01/08 02/14/11 NOA No.: 12-1219.01 H= C:= Expiration Date: 07/31/17 Approval Date: 01/10/13 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: 15/32' or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3" head lap and minimum 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. NOA No.: 12-1219.01 Expiration Date: 07/31/17 Approval Date: 01/10/13 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. S. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below END OF THIS ACCEPTANCE NOA No.: 12-1219.01 Expiration Date: 07/31/17 Approval Date: 01/10/13 Page 4 of 4 Mi10A®E M14MI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 130ARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldadaeov/buildiSW Entegra Roof Tile, Inc. 1289 NE 91h Ave. Okeechobee, FL. 34972 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section 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 Section (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. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section 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 of the Florida Building Code. DESCRIPTION: Estate "S" Tile LABELING: Each unit shall bear a permanent label with -the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", 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. TERM[NATION 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 renews NOA # I0-0518.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No. 114510.02 u; e. Expiration Date: 08/23/16 Approval Date: 06130/11 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Entegra Estate "S" Concrete Roof Tile, as manufactured by Entegra Roof Tile, Inc. in Okeechobee, FL. as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DEScRIPTIoN Manufaetured bg Applicant Test Dimensions Specifications Product Description Entegra Estate `S' I =16-112" TAS 112 Low profile, interlocking, extruded concrete Roof Tile w= 13" roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications Trim Pieces L = varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each file profile. 2.1 MANUFACTURING LOCATION 2.1.1. Okeechobee, FL. 2.2 EvIDENcE SvBmTruD: Test Macy- Teat Identifier Test Name/Report Date Redland Technologies 7161-03 PA 102 Dec. 1991 7161-03 PA 102(A) Dec.1991 7161-03 PA 108 Dec. 1991 P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails P0631-01 PA 108 July 1994 Letter Dated Aug. 1, 1994 PA 108 Aug. 1994 Professional Service 22447099 PA 112 Sept 1994 Industries, Inc. The Center for Applied 94-060B PA 101 March, 1994 NOA No. 11-0510.02 Expiration Date: 08/23/16 nutoe c, Approval Date: 06MI l Page 2 of 6 Test Aaena Test Identif er Test Name/Renort Date Engineering, Inc. 94:084 PA 101 May 1994 25-7094-1 PA 102 Oct.1994 25-7094-7 PA 102 Oct. 1994 25-70944 PA 102 OCL 1994 Project No. 307025 PA 100 Oct. 1994 Test #MDC -76 25-7183-1 PA 102 Feb. 1995 25-7183-2 PA 102 Feb. 1995 25-7214-2 PA 102 March, 1995 25-7214-6 PA 102 March, 1995 Celotex Corporation 528454-2-1 PA 101 Sep. 1998 Testing Services 520109-2 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 IBA Consultants, Inc. 2381-264 TAS 112 01/08/08 3. LnwrATioxs: 3.1 Fire'classification is not part of this acceptance. 31 For mortar or adhesive set file applications, a static field uplift test in accordance with TAS -106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building and Neighborhood Compliance Department — Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein, 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature, 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No. 11-0510.02 Expiration Date: 08423/16 Approval Date: 06/30411 Page 3 of 6 9 + + 4. INSTALLATION 4.1 Entegra Estate "S" Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations. Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (lbf) Length-1(ft) Width -w (ft) Entegra Estate's' Roof Tile 10.0 1 1.375 1.08 Table 2: Aerodynamic Multipliers -,% ( ) Tile Profile 10 Batten Application Direct D c`k11 tlon Entegra Estate's' Roof Tile 0.267 ,, 0.289 I Table 3: storing Moments due to Gravity - M9 (ft -lb" -- - Tile Profile 311:1 '4":12" 5":12" 6":12" Greater than 7":12" Entegra Estate 'S' Roof Tile Battens [Direct Tattens Deck I Direct Deck Battens Direct I Deck Battens Direct I Deck Battens Direct Deck 5.91 1 6.74 16.82 1 6.64 5.70 1 6.50 5.56 1 6.33 5.40 6.14 FA Table 4: AtbWment Resistance Expressed as a Moment - Mf (ft-lbf) for Nall -On Systems Tile Profile Fastener Type . Direct Deck (min 15132" plywood) Direct Deck (min. 18/32" plywood) Battens Entegra Estate's' Roof Tile 2-10d Ring Shank Nails 27.8 37.4 28.8 1-10d Smooth -or Screw Shank NO 8.8 11.8 4.1 2-1 Od Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw4 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-1Od Smooth or Screw Shank Nail Field Clips 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail Eave Cli 2 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails Field Clip) 35.5 35,5 34.8 2-10d Smooth or Screw Shank Nails Eave Cli 31.9 31.9- 32.2 2-10d Ring Shank Nails 43.0 67.5 50.9 1 Installation with a V file headap and fasteners are located a min. of 211e from head of No. 2 When using only one fastener use the hole that is a mate! 4-3/4' away from Interlocking edge. NOA No. 11-0510.02 Expiration Date: 08/23/16 Approval Date: 06/30/11 Page 4 of 6 Table 8: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Estate's' Roof Tile Adhesive 26.1 3 See manufactures component onent a mval for installation requirements. 4 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product Inc. Average weight per poy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Estate 'S' Roof Tile Polyfoam PolyPro"A . 86.61 Polyfoarn PolyProTm 46.98 5 Laras paddy placement of 54 grams of Pol Prol. 20.60 6 Medium paddy placement of 24 grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar or Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Entegra Estate Mortar Set 20.60 'S' Roof Tile 5. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". � E.NTEURRV<!!v ESTATE "S" TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 6. BumDING PERMiT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents. required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No. 11-0510.02 Expiration Date: 08123!16 Approval Date: 06130!11 Page 5 of 6 PROFILE DRAWING Nail Holes ENTEGRA Emm "S” CONCRETE Rom Ta,E END OF THIS ACCEPTANCE a NOA No. 11-0510.02 i IS ECdu Expiration Date: 08/23/16 Approval Date: 06/30/11 Page 6of6 d � ':'". S4M MIAMI�DADE BUILDING AND NEIGHBORHOOD COMPLIANCE DE1JARTMENf(BNC) BOARD AND CODE ADMINISTRATION DMSION MIAMI -DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Sheet, Room 208 Miami, Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade goo/building/ The Dow Chemical Company 1605 Joseph Drive 200 Larkin Center Midland, NII 48674 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). r ' This NOA shall not be valid after the expi#•ation.date stated below. The Miami -Dade County Product Control Section (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. BNC reserves the right to revoke this acceptancd.J ;it is determined by Mitami-Dade County Product Control Section that this product or material fads to meet tie requixements of the applicable building code. This product is approved as described herein, and°has been designed tq.,comply with the Florida Building Code including the High Velocity Hurric=6- __On& of the Florida Building Como DESCRIPTION: TILE BONDS Roof Tile Adhesive LABELING: Each unit shall bear a permanent label with theanufk6iiii's-name or logo, city,, state and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall baontsidered alien .a renewal application leas been filed and there has been no 77, change in the applicable building code negative lyaffecting'the performarnce of this product. TERMINATION of this NOA will occulafter 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 autopatically 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 dopy of this entire NOS shall be provided to the user by the manufacturer or its distributors and shall bg available for inspection afthe job site at the request of the Building Official. This renews and revises NOA# 08-0512.18 consists rof pages 'rthrough 9. The submitted documentation was reviewed by Alex Tisera. A??ROVcD W dip NOA No.: 11-0616.03 Expiration Date: 08/23/16 Approval Date: 08/18/11 Page 1•of 9 THE TERMS AND CONDITIONS ON THE REVERSE SIDE ARE PART OF THIS'SALE FFn/AA FMP4 nYFA 40 ROOFING COMPONENT APPR@VAL . Category: Roofing Sub Category: Roof Tile Adhesive , Material: Polyurethane SCOPE: This approves TILE BOND Roof Tile Adhesive as manufactured by The Dow Chemical Company, as described in this Notice of Acceptance, designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. For the loc ions where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with RAS 127, using TILE BOND rM Roof T,#e Adhesive, and where the attachment calculations shall be done as an"moment based system. PRODUCT DESCRIPTION: 4P � f NOA No.: 11-0616.03 Expiration Date: 08/23/16 FADE Approval Date: 08/18/11 Page 2 of 9 0 THE TERMS AN&CONDITIONS ON THE REVERSE SIDE ARE PART OF TMIS SALE . FFNAA FUDI nV=Q EVIDENCE SuBmrrTED: Test Agency Test Identifier Test Name/Reyort Date Center for Applied 25-75-1 TAS 101 01/25/96 Engineering 25-7512-2 TAS 101 01/25/96 25-7512-3 TAS 101 01/25/96 25-77512-4 TAS 101 01/25/96 25-7781 Physical Properties Testing 11/07/96 257794-2 SSTD 11-93 10/03/96 ' South Research Institute 01.8366-014 ASTM E108 -95a February 1997 Walker Engineering, N/A. Evaluation ofTest on a Two -pad 12/16/97, Inc. System Celotex Corp. Testing 520111-1 TAS 101 12/28/98 Services 520111-2 ,. TAS 101 12/28/98 520111-3 TAS 101 12/28/98 520111-4 TAS 101 12/28/98 520111-7 TAS 101 12/28/98 520111-8 TAS 101 12/28/98 520111 12 => _ O 1 12/28/98 5201a , ! TAS 101 02/01/99 5201`35-4 TAS: 101- : 02/01/99 S20Z =5 TAS IO 02/01/99 IBA Consultants Inc. 484$-8 TASQl 05/19/08 4848 05/19/08 4848-6 " TAS IOZ 05/19/08 4848-5 05/19/08 4848-4 , .: TAS 101: ' 05/19/08 4$483 z T 1Q1 = 05/19/08 484&2 '. ' 9- = 05/19/08 = ,T . , 05/19/08 Trinity ERD D9840.09.09 TAS 110 09/17/09 Qo APPROVED NOA No.: 11-0616.03 4„ Expiration Date: 08/23/16 Approval Date: 08/18/11 Page 3 of 9 THE TERMS AND:. CONDITIONF60N THE REVERSE SIDE ARE PART OF"THIS SALE EEO/AA EMPLOYER- i Qo APPROVED NOA No.: 11-0616.03 4„ Expiration Date: 08/23/16 Approval Date: 08/18/11 Page 3 of 9 THE TERMS AND:. CONDITIONF60N THE REVERSE SIDE ARE PART OF"THIS SALE EEO/AA EMPLOYER- 4*0 TYPICAL PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.83 lbs./ft.3 Compressive Strength ASTM D 1621 14.31 psi Tensile Strength ASTM D 1623 31.2 lbf @ 180°F, 65% RH for X120 days, concrete to concrete Water Absorption ASTM D 2842 2.21% absorbed by Volume . Moisture Vapor Transmission ASTM E 96 3.00 Perm"/ Inch Dimensional Stability ASTM D 2126 -0.47% Volume Change @ -40°C., 2 weeks -4.05% Volume Change @70°C., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86.3% LIMITATIONS: 1. Fire classification is not part of this acceptance. - 2. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and follfting statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. rucc�wvnr f�Iilil',�•i'i��,,�11 3. TILE BOND Roof Tile Adhesive shall, solely be used with flat,-Jow, medium, and high tile profiles. 4. Minimum underlayment shall bei compliance with the= Roofing7,Appligation Standard RAS 120. - 5. Roof Tile manufactures acgtp�ng, acceptatice for the use of TIC.H3QND Roof Tile Adhesive roof tile adhesive with their tile assembliesshall test in act`ordance with TAS 101 with section 10.4 as modified herein. 2 '_ 6 F' -- -�40 41+ 1* i NOA No.: 11-0616.03 ,� bauE o Expiration Date: 08/23/16 .. 1 Approval Date: 08/18/11 Page 4 of 9 .. THE 'FEES ANDr CONDITIONSOhI THE REVERSE SIDE ARE PART OF THIS SALE . f 1, FFnIAA =U131 Mira 011 IN5TALLATI6N: 40 1. TILE BOND Roof Tile Adhesive may used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of TILE BONDTm Roof Tile Adhesive. 2. TILE BOND Roof Tile Adhesive shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of TILE BOND Roof Tile Adhesive shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. TILE BOND Roof Tile Adhesive roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and The Dow Chemical Company TILE BOND Roof Tile Adhesive Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by The Dow Chemical Company. 5. Pressure treated wood filler block shall be required on all eave course of all tile profiles, I except on two piece barrel tile 6. Tiles must be adhered in freshly qpplied adhesive. Tile must.be set within 4 minutes after TILE BOND Roof Tile Adhesive has been dispensed. 7. TILE BOND Roof Tile Adhesive placement.and minimum pattyweight shall be in accordance with the.'Placement Details' herein Each generic tilthe specific placement noted herein. TABLE 1: ADHESIVE PIaCEMENT FOR L+ ACS GENERIC TILE PROFILE Tile Fiaeement Minimu>spetty: ' , Contact Area Profile Detail ` .> Weight peaile (Square inches) ams Flat / Low Profile #1;, _ 1 fl 19.5 Medium Profile 19.5 High Profile ( Head) 2 q 39 High Profile(Nose)#3' - 1 rfY 19.5 Two Piece Barrel #4 11.6 20 LABELING: All TILE BOND Roof Tile Adhesive containers shall comply with the Standard Conditions listed herein. �► f BUILDING PERMIT REQUIREMENTS: Any documentation required by the Building Official or applicable building code in order to properly evaluate the installation of this system 4P NOA No.: 11-0616.03 Expiration Date: 08/23/16 Min DEtC} hfTY Approval Date: 08/18/11 Page 5 of 9 1-:0 THE TERWAND C0NDIT`I0NS4.N THE REv SE SIDE ARE PART -OF THIS SALE,'-- EEO/AA EMPLOYER NOA No.: 11-0616.03 Expiration Date: 08/23/16 Min DEtC} hfTY Approval Date: 08/18/11 Page 5 of 9 1-:0 THE TERWAND C0NDIT`I0NS4.N THE REv SE SIDE ARE PART -OF THIS SALE,'-- EEO/AA EMPLOYER ADHESIVE PLACEMNT DETAIL LOW (FLAT)PROFILE DETAIL 410 E: NOA No.: 11-0616.03 Expiration D6te: 08/23/16 Approval Date: 08/18/11 Page 6 of 9 THE'TERMS ANDr CONDITIONSO7N THE REVERSE'SIDE-ARE PART OF THIS SALE FFMAA FUM nVam MEDIUM PR®FILE DETAIL #2 NOA No.: 11-0616.03 Expiration Date: 08/23/16 Approval Date: 08/18/11 Page 7 of 9 THE TERMSAW-COIWITICNS ON THE REVERSE SIDE 'ARE PART OP,THIS'SALE EMMA EMPLOYER • • H ♦ t J MEDIUM PR®FILE DETAIL #2 NOA No.: 11-0616.03 Expiration Date: 08/23/16 Approval Date: 08/18/11 Page 7 of 9 THE TERMSAW-COIWITICNS ON THE REVERSE SIDE 'ARE PART OP,THIS'SALE EMMA EMPLOYER f HIGH PROFILE DETAIL NOA No.: 11-0616.03 Expiration Date: Q8/23/16 MADEC Approval Date: 08/18/11 Page 8 of 9 THE TERNIS.AND CONDITIONS OWTHE `REVERSE SIDE ARE PARTOF-THIS SALE r-r-MUL Feed nveo 'bA.RREL PROFILE DETAIL #4 mm i` P'N Pao, to NOA No.: 11-0616.03 Expiration Date: 08/23/16 ©:..r Approval Date: 08/18/11 Page 9 of 9 THE '�'fiII1ANQ CONDITIONS ONTHE REVERSE SIDE ARE PAR'%OF THIS SALE EEO/AA EMPLOYER Reileh Engineering Corp. �� 2 CIVIL / (Consulting Ez►g�neer) 2370 S.W. 123 Avenue yeMiani, Florida 33175-1174 �! - Tel : 305-823-8008 / 305-3974414 ENGINEER Fax:305-823-3300/305-884-8834 Website: www.reilehengincering.com my 21, 201 A -I Jose Jose Roofing Corporation 430 4 Street Northeast Naples, Florida 34120 Project: ROOF TILE UPLIFT TEST REPORT Residential home 1301 Northeast 102 Street Miami, Florida lglbrrna/iun l:rovicled by client: Permit Number: Not Provided Date C"omptetion: July 16, 2014 Roofing C or,tractor: Client Name Project Number: 14-0612 (l'estiiig ,::I:y ;;Hatu,Ci:rtificate # 11-0715.04) Dear Sirs: In accordance with your request and authorization, a representative of Reileh Engineering Corporwion compl.-ted the Roo&'Cile Uplift 1•est at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106.-- Standard procedure Ur field - crification a f the bond; ng of' rnonir in- adhesive set tile system and mechanically attached, rigid, discor;timious roof swsiems. The total ol'the tested roof*sill, �ace arra was. less than 1000"0' square feet, and the mean height of the roof i:: less than 40 feel shove -.ronnd sci, fa.:: pe of tile used for this project was reported to be 1 riepr;r Roof l.ile. 1'llis til; r;,.:; -- !!p pled io have bccn foamed in place. At the tinre of our inspection, 'ih ;�ntirc area of*the roofwas examined for loose tiles. Not less than one (1) tile in ten (10) of all components iu the field area and one (1) tile in five (5) of all tiles in the perimeter and isomer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above-mentioned protocol. Attached please find a copy of our test report for your revieW. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you Piave any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation Mohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 1301 Northeast 103 street Miami, Florida Reileh Engineering Corporation -- Project Number - 14-0612 — Page 2 of 4 Report of TILE UPLIFT TEST for Residential Home 1301 Northeast 102 Street Miami, Florida Project Number: 14-0612 Test Number Test Load lb Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation -- Project Number - 14-0612 — Page 3 of 4 Test Number Test Load lb Test Status 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass Test 1-5 Comer, 6-10 Ridge Caps, 11-21 Perimeter, 22-43 Field, 44-45 Corner keileh I'ngineering Corporation -- Project Number - 14-0612 —Page 4 of 4 NOk9tN u 5 4 5 12 20 45 41 40 9 � 42 28 14 26 2362' 2122 31 29 Ig 25 24 3y 50 5z 55 1 2 15 5 4 I6 1g 17 75' 1 51111 I'��IMMI;1�f; - 800 5F 0 M176t CAI' S5T LOCAWN FEW - 22 COUk. _ 40 5F CRIM _ I MMU n 5fANa, a = 3' MN0T5 OC% ll1-4-0612 �If7G� CAI' - 5 CORM AICA - 3'X 3' APPPDX, WOF 11;51' LOCA11ON5 ANI7171WN51ON5 YENAN T LEYVA, 7066 SW 44th Street Miami, FL 33155 Tel: 786-398-9179 Fax:786-'800-2627 a1 roofinst echona-gmail.com JULY 3, 2014 CONTRACTOR: Al JOSE JOSE ROOFING CORP Re: 130"1 NE 102 ST MIAMI SHORES FL Dear Building Official: I, YENANT T LEY'VA, have inspected and certify that I have approved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site — Built Single Family Residential Structures. - Such improvement was carried out by re- enforcing and adding more straps to the old straps to make sure these would go over the Truss (Rafter), and adding additional nails to reinforce such .straps as adopted by .the Florida Building Commiaivn by Rule 9B-3:047 F.A.C. P.E. # 67416', STATE OF FLORIDA- COUNTY OF MIAMI -DARE Sworn to and subscribed before me this (SEAL) Personally known. ©rAroduccd Identification. A m Miami shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 7 /'Os 2 0l9 I JOSE MAGDALENO licensed as a (n Contractor Engineer / Architect, (Print name and drde License Type) FS 468 Building Inspector License #: CCC1326469 On or about n /ZJIY' , I did personally inspect the roof deck nailing and ata & time) Seeendawwatelr+anielwork at 1301 NE 102 ST (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of _ Notary Public, Sate of Florida at Large Yi,,,,,k =Uma. -=I EXPIRES. May B, 2418 60WThv kWNoeryflarvY % *General, Building, Residential, or Roofhrg contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each mspeclion Revised on 5/21/2449 IM, 471M. 77,77 Interest In Narne and address -�- ll9- �+ S. Sum: a. In addition to hhnseff, Owners designates the fbflomng $) to MCWya a copy of the Llmr's Notice In Sec#w 793.13(9)(b), FWde Horne and . o `DL.#4 63 6 sT MwbftGas co- � frcf Mu In 2Qi4_.__.� -M�Srnl►nandaroo>�►swt - �►� I orQi r �� ab s use 71 a _ �1 1914 June 12, 201 4 YENAN R T. LAS ■ A, RE RE #67416 7066 SW 44�" Street Miami, FL 33156 Tei: 766-396.9179 Fex:766-600-2627 To: MIAMI SHORES VILLAGE BUILDING DEPARnIENT Re: 1301 NE 102 SF MIAMI SHORES, 1~L 33138 Dear Building Official, Contractor: A-1 JOSE JOSE ROOFING CORP. Permit: ## RF14-534 In reference to the above mentioned address I m Ycnant T Ley-va the engineer in charge of the Retrofit Roof to Mall Connection Project, engineer Remberro Contreras only did the first inspection. If I could be any further assistance in this project Blease do not hesitate to contact my office if you have any question regarding this important matter.. Sincerely, ••• ••• • • • • • •• t� >/ ••• ••• • • • • • ••