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122 NE 92 St (9)Sent By: PYKE B S & SON, INC. TO: FROM: PAGES: DATE: PYKE BROTHERS & SON, INC. PAINT & BODY SHOP 35 N.E. 29TH STREET MIAMI, FL 33137 -4412 (305) 573 -6800 OFFICE (305) 573 -5756 FAX pykebros @bellsouth.net ; 3055735756; 5 ~3D - o� May -30 -02 1:41PM; past C 1-k-- IF ALL PAGES WERE NOT RECEIVED, PLEASE CALL BACK IMMEDIATELY. THANK YOU, Page 1 Sent By: PYKE BROTHERS 8 SON, INC. ; 3055735756; May -31 -02 10:14AM; IMPORTANT: In these s • as, co the corns .. infom+allon from Section A 2- 0006 023 BUILDING STREET ADDRESS (Including Apt, Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NO. 122 NE 92 ST CIT -Y STATE ZIP CODE MIAMI SHORES FL 33138 SECTION D - 8URVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) Insurance agenVcompany, and (3) building owner COMMENTS NOTE • ALL ADDITIONS WERE CONSID$RFD TO DETERMINE LOWEST FLOOR KI.RYATTMK; LOWEST CROWN OP ROAD' - 9.81 HIGHEST CROWN OF ROAD - 9.84 Page 3/5 LI Check here If attachments SECTION E • BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (VNTHOUT BFE) For Zone AO and Zone A (without BFE). complete Items El through E4. !I the Elevation Certificate is Intended for use as supporting information fora LOMA or LOMR - F, Section C must be completed. El . Building Diagram Number (Select the building diagram most similar to the building tor whlCh this certificate Is being completed • sae pages 6 and 7. If no diagram accurately represents the building. provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building Is LIJ tt. LL __I In. Ll above or LI below (check one) the highest adjacent grade. E3. For Building Diagrams 8.8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is LLI ft. 1__L1 in. above the highest adjacent grade. E4. For Zone AO only: If no flood depth number Is available, Is the top of the bottom floor elevated in accordance with the communlys floodolaln manaaernent ordinance? 1 I Yee 1 1 No 1 1 Unknown. The local official must certify this Information In Section G SECTION F • PROPERTY O•NVER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME BRYAN PYKE ADDRESS CITY STATE 122 NE 92 ST MIAMI SHORES FL SIGNATURE DATE TELEPHONE COMMENTS COMMUNITY NAME TELEPHONE SIGNATURE GATE COMMENTS EMA Form 81 -31, AUG 99 ZIP COOE 33135 IJ Check here If attachments SECTION 0 - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplein management ordinance can complete Sections A, B, C (or E) and 0 of this Elevation Certificate. Complete the applicable, Item(s) and sign below. 01. 1_1 The Information In Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer. or architect who Is authorized by state or local law to certify elevation Information. (Indicate the source and date of the elevation data In the Comments area below.) G2. LI A community official completed Section E for a building located In Zone A (without a FEMA - Issued or community- issued BFE) or Zone AO. 03. I 1 The following Information (Items G4 -G9) Is provided for community Iloodplaln management purposes. G4. PERMIT NUMBER 05. DATE PERMIT ISSUED GO. DATE CERTIFICATE OR COMPLIANCE/OCCUPANCY ISSUED 37 This permit has been Issued for. 1 New Construction LI Substantial Improvement 38. Elevation of es -built lowest floor (including basement) of the building is: ft. Datum: 39. BFE or (In ZONE AO) depth of flooding et the building site is: ft. Datum: LOCAL OFFICIAL'S NAME TITLE I _ I Check here If attachments REPLACES ALL PREVIOUS EDITIONS HP Fax Series +AEI' Plain Paper Fax/C+r Last Fax, Date Time Type Identification Duration Pages Result May 29 2:14pm Sent 19549239913 0:00 0 No answer Fax History Report for Anthony & Sylvan 9547443610 May 29 2002 2:15pm Sent By: PYKE BROTHERS & SON, INC. ; 3055735756; May -31 -02 10:13AM; FEDERAL EMERGENCY M ANAEwr AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Iml+Arteent• Read th Inatnyrtfne, nn pal -7 SECTION A PROPERTY ;OWNER INFORMATION 2- 0006023 BUILDING OWNER'S NAME BRYAN PYXE BUILDING STREET ADDRESS (Induding.ApL, Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NO. 122 BB 92 ST CITY STATE MIAMI SHORES FL PROPERTY DESCRIPTION (Lot and Block Numbers. Tax Parcel Number, Legal Description, etc.) Lot Block 24 of AN AMENDED PLAT OF MIAMI SHORES SECTION 1 according to the plat thereof as recorded in Plat Book le ,at Pogo 70 of thee° publit record. of ' RIOT-DAMS county; . i►lorida BUILDING USE (e.g. Residential, Non-residential, Add*" Accessory. etc. Use Comments section It neoseeery ) RBSIDIIRTTAL LATITUDE/LONGITUDE (OPTIONAL) ( SN - far - WOOF or ert.Ifgfgpli) B1. NFIP COMMUNITY NAME & COMMUMTY NUMBER MIAMI SHORBB 120692 SECTION B • FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Page 2 O.M.B. No. 3047-0077 Expires July 31, 2002 ZIP CODE 3313e HORIZONTAL DATUM:. SOURCE: 1_1 CPS (Type): LJ NAD 1927 L I NAD 1983 LJ WIGS Quad Map : Other- 00VD st2 82. COUNTY NAMME 03. STATE MIAMI -DADS FL 84. MAP AND PANEL BS. SUFFIX . 86. FIRM INDEX 87. FIRM PANEL B8: FLOOD 139. BASE FLOOD ELEVAflON(S) NUMBER OAT! EFFECTIVE/REVISED DATE ZONE(S) (Zane AO. use depth of doodles) 12025c0093 J : 07/17/1995 03/02/1994 X B10.Indlcate the source of the Base Flood Elevation (BFE) data or base flood depth entered in BD LI FI3 Profile la! FIRM LI Community Determined: L Other'(Dgscrlbe). B11.Indlcate the elevation datum used for the BFE In B9; (1(-J NGVD 1929 LJ NAVD 1988 LOther (Describe); 1312.Is the building Located In a Coastal Berner Resources System (CBRS)`area or Otherwise Protected Area (OPA)? LI Yes III No Dealonatlnn Date SECTION C - BUILDING ELEVATION INFORMATION C1. Building elevations ere based on: Li Construction Drawings' . LJ Building Under Construction JAI Finished Construction - A new Elevation Certificate will be required when construction of the building Is complete. C2. Building Diagram Number, 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 8 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3, Elevations - Zones A1-A30, AE, AN, A (with BFE), VE. V1 -V30 V (WI FIFE). AR, ARIA, AR/AE, AR/At -A30, ARAN, AR/AO Complete Items C3a -i below according to the building diaprarn.speclfled In Item C2. State: the.datum,. used..11. the datum: is different from the datum used for the BFE In Section 8. convert the datum to that used for the BFE. Show field meesUrements end datum conversion calculation. Use the space provided or the Comments area-of Section D or Section G. as approprlate, 0 document the datum conversion. Datum Conversion/Comments Elevation referenoe mark used 90 • • • Does IM reference mark used appear on the FIRM? •:. JLJ Yes .- J No ❑ a) Top of bottom floor (Including basement or enclosure) ❑ b) Top of next higher floor • ft • ❑ c) Bottom of lowest horizontal structural member (V zones only) N .� . ft ❑ d) Attached garage (top of slab) a e) Lowest elevation of machinery and/or equipment servicing the building 11.37 ft. 10 B Lowest adjacent grade (LAG) 3 1:1 ft ❑ g) Highest adjacent grade (HAG) 5204 • ❑ h) No. of permanent openings (Rood vents) within 1 ft. above adjacent grade - - ' ❑ I) Total area of ell permanent openings (flood vents) In C R f e et( R. � — w 't£1GnsWrrlltydptte • SECTION D - SURVEYOR, ENGINEER. OR ARCHITECT CERTIFICATION "'-. his certification is to be signed and seated by a land surveyor, engineer, or architect authorized by few to certify elevation Information. certify that the information In Sections A, 8, end C on this certificate represents my best efforts to Interpret the data available. understand that any false statement may be eunlshable by fine or Imprisonmeltt under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER Jobn Ibarra 5204 TITLE COMPANY NAME Professional Land Surveyor NOVA SURVEYORS, INC. ADDRESS CITY STATE .. ZIP CODE 5 582 E H (� RE • •�e, SUIT •A' Qy MIAMI FL,_ 33126 f Qq�E TELEPHONE 112 N.W. N. 7T or 5�23/OZ ' I A ` (30$) 264 -2660 EMA Form 81 -31 • / 99 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS Sent By: PYKE BROTHERS & SON, INC. ; 3055735756; TO: Pot A/e, C04 FROM: £V1QAA Ri - PAGES: DATE: 6 May -31 -02 10:13AM; Page 1 FAX C.OVFR SHEET PYKE BROTHERS & SON, INC. PAINT & BODY SHOP 35 N.E. 29TH STREET MIAMI, FL 33137 -4412 (305) 573 -6800 OFFICE (305) 573 -5756 FAX pykebros@bellsouth.net 5I3 ti DD---- IF ALL PAGES WERE NOT RECEIVED, PLEASE CALL BACK IMMEDIATELY. THANK YOU. SL ...A.../v. . + —c-tc.DvcA HP Fax Series 900 Plain Paper Fax /Copier Fax History Report for Anthony & Sylvan 9547443610 May 29 2002 8:27am Last Fax Date Time Type Identification Duration Pages Result May 29 8:26am Sent 97443416 0:49 2 OK Result: OK - black and white fax Sent By: PYKE BROTHERS E. SON, INC. ; 3055735756; May -30 -02 1:43PM; Page 5/5 SM@ M.W 7N STREET. Su1TE 202 MIAMI. KOWOA 311211 TELE/MOML: WMMl 3. 4.21 ! 0 FAX. MR 361.0229 Nona *molars Att. LAND SURVEYORS BOUNDARY SURVEY scale t• Sumer NO. 62-00 as 371EER NO 0 OF Sent By: PYKE BROTHERS & SON, INC. ; 3055735756; SW NW. 70 STUNT. SUITE 202 TE o .):Immo PM (SDI) MOM DRAWN SY: L-UUVbVL3 *sin SURVEY NI. ewer LAND SURVE ORS Survey of Lot: Block: 24 Subdivision: AN AMENDED PLAT OF MIAMI SHORES SECTION 1 According to the Plat thereof as recorded in the Plat Book No. 10 at Page No. 70 of the public records of MIAMI -DADE County, Florida. Property Address: 122 NE 92 ST, MIAMI SHORES, FL 33138 For: BRYAN PYKE 1 15f. NU N. E. 74' 711 72 25 50 50 A •AND AC.ANR COMDNTIO1$ER PAD. A.E. • ANCHOR PJLSELENT. AT • MAMMA ROOF AA. ALUMINUM WED. 'APR • ASPHALT. S.C.. ROCK COINER. BLDG. • BULGING. B.M. RENCN MARK aO.B. - BANE OF BEARINGS. C. - CALCUATED Ca • CATCH EARN c.S.s. - CONCRETE MOCK BTRUCTME COW • CONCRETE nom( WALL CN. • CHORD DIBT/J/CE. . Cs. a • CIARD REARING. Cl. • CLEAR CLF • CHAIN uNKFENCE. C.ME. • CANAL MWMENANCE EASGIT GCMG . CONCRETT E. c t • CONC. vomit c .0. • CONCRETE MAO D .E.. DRAINAGE E S M0*NT ME.. DRAINAGE MWNTENAME O 1MV5. - OIWEWAY. e. DEGREES E • RAF. E.T.P. • CAL TRANSFORMER PAD. tlAV.. EIMVATON. ENGL. ENCROACHMENT. F.H.- FIRE MYVRANT. F.LP. • FOUND IRON PLR • F0IRD IRON ROD E.F.E.. RAMMED FLOOR ELEVATION. 6 LOCATION SKETCH Scale 1" = ,UT,S ve OK. • 1 1 • 1 1 - . . IA• P 10G F.N.D. ARIMIDSMIRERMLNIMM - POUND NAIL B DOW FR . RTAME FT. - FEET. FMP • FEDERAL NATIONAL INBUMNCE PROGRAM F. n. • FOUND NAIL M.. WW1 01FJONT). IN. REM • BORfiM ARO EGRESS EASEMENT. LP.. UGMT POLE 1.1.E • LOWEST FLOOR FISYATION LAx4 MAINTENANCE EASEMENT. M.. RE1AB11RB0 DISTANCE. WON.. mCwoENT. MM, . MANHOLE MIl - ADH6)MENT UNE. NAP.. NOT A PMT OF. 6004. NATIONAL 0E00ETIC VERTICAL DATUM N . NORTH. N T.S. • NOT TO SCALE. • - ND. •NLACER. d6. • OFFSET. OH . 0IRRHFAO. ON.L. OVERHEAD UTIUTY UNEB Own. - °mo11Nn. 0.R.S .OPRCML RECORD BOOK MAT.. PAVELENT. PL - PUNTER. PA. . PROPERTY UNE. P.C.C.. PONT 01 COMPOLMD CURVE. P.C. - PONT CF CURVE. . PT. • POINT OF TANGENCY. FOC.. PINT OP OOMEWDEFA RT POa • POINT OF 01GSBBN0, P R.C.. PINT OF REVERSE CLIME PROP. CDR - PROPERTY COMFIER. P.B. -PUT BOOK PG. •PAGE PWY. PARKWAY. PRW • PERIAIWENI FEFERENCE MDNI IEN1. P.L. PRDFEB61ONAL LAND BU 000 0I R RECORDED DISTANCE. RR. . RMURDAD. RES. • RESIDENCE R.N. . HONE -oF - WAY. RAD. . RADIUS OR RADIAL. RP. • RADIUS POW. RAE • FIANCE. SEC. • SECTION. STY.. STORY. SIVA • SIDEWALK S.I.P. • SET IRON PIPS LB. .60.4 8. • SOOT B.N.D. • SET Amps DoK 1 0.6044 SP.. SCREENED PORCH TRIP. • TOWNBONP. U.E. • LATA7TY EASEMENT. UT1l • LmUTV. U P.. VYU1Y POLE. W.M. - WA7SR METER W.F.. WOOD FENCE. W.B.. 51000 SHED. A- CENTRAL W. . WEST. • CENTER UNE. • ANNE. • L1ML NDFm 70 AOOOIDANT SKETCH OP SURVEY (BIMVS5)4 ExAMAPOOM Of Tut AISTRACFOF WILE WRLLHAVS TO i MADE TODBYDS6 60 RECORDED H eRIMp0TO.IF ANTI, ARRCTSO THE PROFERTY. TMBWSWET E MUWSCT TO D®IC0TIOHE, LMTATO00, P1SI716CTIDN6. 11MIHWATOHR ORsA wawa op ROOIO TZAR 0PS0IV.TIONB PICM060 7 CHANT ONATI6TIPMIDLE COMPANY SOAPIOART K REARS DRAW ° AWYOR A GRAPAO TIEP1fl6NTATIOH OP THE 6URVET RORK P/SIa16 OD W TIE THE PRO. COLAD SE DRAWN AT ARCM SCALE ARDOR NOT TO SCALE 444(l$60 AN NE POL PLAT ROOK. ARAM OMERW!EIO"1N TE TBNA'EIacmoHR Y MDMIt MIKE AND PBOKORDUID OICIDA watt PACIGTICIS Neil _ ▪ 116EORsoLA dY RAT RNA WRN 0G1E�T FONSM110N MR DIOR MILL APPROVAL PaR AURORGATION TOAunoMM*$ (NAM OTH6TPAAE NOTR. T16S PAR Ka NOT ATTE/TED To =An FoOmN 9 MOOR FOUNDATION* PEWS OWIOIMO NOT D[IOSRIED. TMs RAN Of MNRVEY. RAS SEER PR9N00F0R 1Mf OICWRNC USE of TR ENTITIES NNAED REEON THE CIRTFICAR OOPS NOTEITED TO ANTI LJNIVAE.D PITT' INS PHM ROOD MARIH AVE DETONATED THE HEREIN Mom= VAS TO DE Situated in Zone: X Community /Panel /Suffix: Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: BRYAN PYKE NONE b 2 w 3 W M.2 0.90 REVISED ON Date: 05/22/2002 if 1ICENL' 1) IF AWN BEARINGS ARE REAMED TOM MSUED'AMON4 BY BID PLAT WERE oEBCRIPTIOM OP THE PROPERTY. i NOT. THEN SEARING(' ARE REFERRED TO °CUNTY 10VME1P MAPS D, IF SNDWN, ELEVATIONS ARE REPERFED TO OW /V 9.&RC aM.E CiEV DA mom D. op ins. locatot go 5100 T. TONS IS ASPEDIRC.LIEGES SIAM 1) THE CLOSURE B`TME BOUNDARY OVATE IB MOVE 1:7800 R. I HEREBY CERTIFY. THAT 7040 'BOUNDARY SURVEY' OF THE PROPERTY DEBCREEO HEREON. M RECENTLY NAIVETES AND DRAWN UNDER I.Y BUP6RV6IOK carves NTH TM MINIMUM TECHNICAL STANDARDS AS BET PORTN SY THE RAMDA SOAR° OP MIOFES90NAL 1600 SURVEYORS IN CINPTBRI)D174. FRAAIDA AOMMBIRATVE DOOR PURSUANT To 02027. FLORIDA BT Y ( ynT L / •T///n{ 120652- 0093 -J WOOD PENCE. CHAIN LBW FENCE. C.B.S. WALL (C.0.W.) EXISTING ELEVATIONS. PROPOSED ELEVATIONS. ET fp� NAM* MATE OF REIN 510014 PROPF'RPONAL LAND BLBWEYOR N0. 3204 STATE OF FLORIDA MUD COPIES OF TARS NRMVEY MAIL BEM TE EMBOSSED SEAL °F THE ATTESTING LAND SURVEYOR). REVISED ON 004* 05-23-C2 May -30 -02 1:42PM; Page 4/5 Sent By: PYKE BROTHERS & SON, INC. IMPORTANT: In theses • ps co the cones • • dl • Information from Section A. 1- 0006023 BUILDING STREET ADDRESS (Including Apt.. Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NO. 122 NE 92 ST CITY STATE ZIP CODE MIAMI SHORftiS PL 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany. and (3) building owner. COMMENTS NOTE: ALL ADDITIONS WERE CONSIDERED TO DETERMINE LOWEST MOOR KL RATIDN; LOWEST CROWN OF ROAD - 9.81 HIGHEST CROWN OF ROAD - 9.84 SECTION E - BUILDING ELEVATION INFORMATION GURNEY NOT REQUIRED) FOR ZONE AO AND ZONE A (1MTHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. 1! the Elevation Certificate is intended for use as supporting Information for a LOMA or LOMR - F. Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completod • see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the buitding Is LI__I fl. L._I_I in. L_I above or 1_1 below (check one) the highest adjacent grade. E3. For Building Diagrams 8-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building Is I_I_I 9. 1_I_I in. above the highest adjacent grade. E4. For Zone AO only: if no flood depth number Is available, Is the top of the bottom floor elevated in accordance with the community's floodglatn management ordinance? 1 1 Yes I 1 No I I Vnknowm. The local offlgl *I mug certify thl4 infoimatlon in Section 0 SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME BRYAN AYKE ADDRESS 122 NE 92 ST SIGNATURE COMMENTS SECTION 0 - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, 8, C (or E) and G of thls Elevation Certificate. Complete the appllcable,item(e) and sign below. G1. 1 The Information In Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data In the Comments area below.) G2. 1 1 A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. 1 1 The following information (Items G4 -G9) Is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G8. DATE CERTIFICATE OR COMPLIANCE /OCCUPANCY ISSUED G7. This permit has been Issued for. II New Constructlon LI Substantial Improvement GB. Elevation of as -built lowest floor (Including basement) of the building is: G9. BFE or (In ZONE AO) depth of flooding at the building site Is: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE. DATE COMMENTS ; 3055735756; May -30 -02 1 :42PM; Page 3/5 CITY STATE ZIP CODE MIAMI SHORES FL 33138 DATE TELEPHONE 1J Check here If attachments L j Chech here It attachments ft. Datum: fl. Datum: I I Chock here If attachments FEMA Form 81-31. AUG 99 REPLACES ALL PREVIOUS EDITIONS Sent By: PYKE BROTHERS & SON, INC. FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Imwsrhnt• Rand that Instil will/was okra rave 1 - 7 2- 0006023 SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME BRYAN PYKE BUILDING STREET ADDRESS (Including Apt., Unit, Sulte and/or Bldg. Number) OR P.O, ROUTE AND BOX NO. 122 NE 92 ST CITY STATE ZIP CODE MIAMI SHORES FL 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot Block 24 of AN AMENDED PLAT Or MIAMI SHORES SECTION 1 according to the plat thereof as recorded in Plat BOok 10 at Page 70 of t _pubJLC recozde of , ftIaNz -AADr County F]orida, BUILDING USE (e.g. Residendal, NO+Keaidentlal, Additkn, Acoeesory, etc. Use Comments section 11 necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) ( N - - . # # • or wow) ; 3055735756; May -30 -02 1 :41PM; HORIZONTAL DATUM: SOURCE: LJ. (Type): LJ NAD i927 LJ NAD 1983 UROS Quad Map LIU Other NOVD 2.929 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY: NAME 93. STATE MIAMI SHORES 120652 MIAMI -DADS: .,:. PL B4. MAP AND PANEL BIL SUFFIX 88. FIRM INDEX 87. FIRM PANEL 138. FLOOD 89 BASE FLOOD ELEVATION(3) NUMBER DATE EFFECTIVFIREVISED DATE ZONES) Vow AO, use depth of 1202500093 J 07/17/199 03/02/1994 x B10.Indlcate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9, Li FIS Profile 1 x1 FIRM L. Community Determined 1_I Other (Describe) BI 1.Indlcate the elevation datum used for the BFE In B9: I x I NOVO 1929 LJ NAVD 1988 LJOther (Describe): B12.is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? L. Yea I No Declaration Clete. • SECTION C - BUILDING ELEVATION INFORMATION C1. Building elevations are based on: II Construction Drawings' L.1 Building Under Constnjction• IX 1 Flnlshed Construction ' A new Elevation Certificate will be required when Construction of the building Is complete. C2. Building Diagram Number 1 (Select the building diagram moat similar to the building for which this certificate Is being Completed - see pagee 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations Zones A1-A30, AE, AH;•A (with BFE), VE, V1 -V39 V -(with BFE), AR. ARIA, :AR /AE; ARIAI -A30, AR/A14, AR/A0 Complete Items C3a-I below according to the building dlegrani:epeclfled In .item C2. State the datum used..11 the datum is different from • Me datum used for the BFE In Section 9, convert the datum to that used for the BFE. Show field measurements and datum conversion • calculation. Use the space provided or the Cornments area of Section D or Section G. es appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used , 90 Does the`elevation reference.mark Used. appear on the FIRM? • j x [Yes v t J No ❑ e) Top of bottom floor (including basement or enclosure) O b) Top of next higher floor. ❑ c) Bottom of lowest horizontal structural member (V zones only) ❑ d) Attached garage (top of slab) . O e) Lowest elevation of machinery and/or equipment seMcing the building I 1 -17 ft. ' _ ❑ f) Lowest adjacent grade (LAG) 11.,20 R. s. ❑ g) Highest adjacent grade (HAG) 11 I n 5204 3; r: _ ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjecentgr a .N Lloensa Wumo"gr Ea O I) Total area of all permanent openings (flood vents) In C3h 8/ � sat. ft. SIlanstu �at+d.IS�� • SECTION D - SURVEYOR, ENGINEER ~ , OR ARCHITECT CERTIFICATION This certification Is to be signed and sealed by a land surveyor, engineer. or architect authorized by law to certify elevation information. 1 certify that the lnforrnatlon in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine .or imprisonment under :18 U.S. Code, Section 1001. CERTIFIERS NAME LICENSE NUMBER John Ibarra 5204 TITLE Professional Land Surveyor ADDRESS CITY STATE ZIP CODE 5582 N.W. 7TH - R&' ", SUxT 02 MIAMI FL 33126 SIGNATURE i 5/239T2 TELEPHONE Ill j f (305) 264-2640 FEMA Fonn 81 - / 99 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS ` 1 99 COMPANY NAME NOVA SURVRYORS, INC. Page 2 O.M.B. No. 3067 -0077 Expires July 31, 2002 B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 12025C0093 J 07/17/1995 03/02/1994 X 2- 0006023 BUILDING OWNERS NAME BRYAN PYKE LATITUDE/LONGITUDE (OPTIONAL) ( ## - ##' - ##.##" or ##.#####) SNOI1103 SllOIA 1d 11V S30V'1d3L1 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Impnrtant• Rpad the ingtn irtinnq nn radpg 1 - 7 SECTION A - PROPERTY OWNER INFORMATION BUILDING STREET ADDRESS (Including Apt., Unit, Suite and /or Bldg. Number) OR P.O. ROUTE AND BOX NO. 122 NE 92 ST CITY STATE MIAMI SHORES FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot Block 24 of AN AMENDED PLAT OF MIAMI SHORES SECTION 1 according to the plat thereof as recorded in Plat Book 10 at Page 70 of the public records of MIAMI - DADE County, Florida. BUILDING USE (e.g. Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) RESIDENTIAL HORIZONTAL DATUM: SOURCE: IJ GPS (Type): 1_I NAD 1927 1_I NAD 1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES 120652 B2. COUNTY NAME MIAMI - DADE B3. STATE FL B10.Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. —I FIS Profile I x I FIRM 1I Community Determined I 'Other (Describe): BI1.Indicate the elevation datum used for the BFE in B9: 1 x 1 NGVD 1929 1_1 NAVD 1988 I_IOther (Describe): B12.Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? I'Yes Desianation Date: SECTION C - BUILDING ELEVATION INFORMATION 11. C1. Building elevations are based on: 1 I Construction Drawings* 1 I Building Under Construction* I x 1 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion /Comments Elevation reference mark used 90 Does the elevation reference mark used appear on the FIRM? ❑ a) Top of bottom floor (including basement or enclosure) ❑ b) Top of next higher floor /A ft. ❑ c) Bottom of lowest horizontal structural member (V zones only) /A ft. ❑ d) Attached garage (top of slab) ❑ e) Lowest elevation of machinery and /or equipment servicing the building 11.17 ft. ❑ f) Lowest adjacent grade (LAG) 11.20 5204 5/D / ❑ g) Highest adjacent grade (HAG) 11.11 ft / ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade _ N/A ❑ 1) Total area of all permanent openings (flood vents) in C3h N/A sq. ft. 9 1 10.99 ft. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION O.M.B. No. 3067 -0077 Expires July 31, 2002 ZIP CODE 33138 I USGS Quad Map IX I Other: NGVD 1929 I x1Yes This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER Ix I No I_I No License Number, Embossed Seal, Signature, and Date 66 JnV ' I.C-L8 'mod V14139 IMPORTANT: In these spaces, copy the corresponding information from Section A. 2-0006023 BUILDING STREET ADDRESS (Including Apt., Unit, Suite and /or Bldg. Number) OR P.O. ROUTE AND BOX NO. 122 NE 92 ST CITY STATE ZIP CODE MIAMI SHORES FL 33138 Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS NOTE: ALL ADDITIONS WERE CONSIDERED TO DETERMINE LOWEST FLOOR ELEVATTON; LOWEST CROWN OF ROAD== 9.81 HIGHEST CROWN OF ROAD = 9.84 SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 1 -1_I ft. 1 -1 -1 in. 1_1 above or 1_1 below (check one) the highest adjacent grade. E3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is —1 -1 ft. 1 -1_I in. above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? I I Yes I I No I I Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME BRYAN PYKE ADDRESS 122 NE 92 ST SIGNATURE COMMENTS SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E) and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. II The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. II A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. I 1 The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OR COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: I - I New Construction I I Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in ZONE AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME SIGNATURE COMMENTS CITY STATE ZIP CODE MIAMI SHORES FL 33138 DATE TELEPHONE TELEPHONE DATE ft. Datum: I I Check here if attachments I Check here if attachments ft. Datum: I_JCheck here if attachments r L. - IN %s i6 SO .7 r8. 1 9 20 2, t ? r_ _ n J SO 441 t. m7 14 n 50 16 4 � / %A O q.4.)cb l t. 5582 N.W. 7th STREET, SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 264-2660 FAX (305) 264-0229 DRAWN BY: Prz Survey of Lot: Block: 24 Subdivision: AN AMENDED PLAT OF MIAMI SHORES SECTION 1 According to the Plat thereof as recorded in the Plat Book No. 10 at Page No. 70 of the public records of MIAMI -DADE County, Florida. Property Address: 122 NE 92 ST, MIAMI SHORES, FL 33138 For: BRYAN PYKE A = ARC. A/C = AIR CONDITIONER PAD. A.E. = ANCHOR EASEMENT. NR = ALUMINUM ROOF. A/S = ALUMINUM SHED. ASPH. = ASPHALT. B.C. = BLOCK CORNER. BLDG. = BUILDING. B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS. C. = CALCULATED. C.B. = CATCH BASIN. C.B.S. = CONCRETE BLOCK STRUCTURE. CBW = CONCRETE BLOCK WALL. CH. = CHORD DISTANCE. . CH. B. = CHORD BEARING. CL. = CLEAR. C.LF. = CHAIN UNK FENCE. C.M.E. = CANAL MAINTENANCE EASEMENT. CONC. = CONCRETE. C.P. = CONC. PORCH. C.S. = CONCRETE SLAB. D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENT. DRIVE. = DRIVEWAY. o • DEGREES. E.. EAST. E.T.P.. ELECTRIC TRANSFORMER PAD. ELEV. - ELEVATION. ENCR. = ENCROACHMENT. F.H. = FIRE HYDRANT. F.I.P. = FOUND IRON PIPE. F.I.R. = FOUND IRON ROD. F.F.E. = FINISHED FLOOR ELEVATION. Nana purnetiors tic. LAND SURVEYORS LOCATION SKETCH Scale 1" = ABBREVIATIONS AND MEANING F.N.D. = FOUND NAIL & DISK FR. = FRAME. FT. = FEET. FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM. F.N. = FOUND NAIL H. = HIGH (HEIGHT). IN. & EG. = INGRESS AND EGRESS EASEMENT. LP. = UGHT POLE. LF.E. = LOWEST FLOOR ELEVATION. L.M.E. = LAKE MAINTENANCE EASEMENT. ' = MINUTES. M. = MEASURED DISTANCE. MON. = MONUMENT. M/H. = MANHOLE M/L. = MONUMENT UNE. N.A.P. = NOT A PART OF. NGVD= NATIONAL GEODETIC VERTICAL DATUM. N. = NORTH. N.T.S. = NOT TO SCALE. # - NO. = NUMBER. 0/S. = OFFSET. OH. = OVERHEAD. 0.H.L- OVERHEAD UTILITY LINES OVH. = OVERHANG. O.R.B. = OFFICIAL RECORD BOOK PVMT. = PAVEMENT. PL = PLANTER. P/L. = PROPERTY LINE. P.C.C. = POINT OF COMPOUND CURVE. P.C. = POINT OF CURVE. • PT. = POINT OF TANGENCY. POC. = POINT OF COMMENCEMENT POB. = POINT OF BEGINNING. ' &_ 1 • • LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, UMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY CUENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. THE TERM 'ENCROACHMENT MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS AND THEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTION, UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND/OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY: THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE P.R.C. = POINT OF REVERSE CURVE. PROP. COR. = PROPERTY CORNER. P.B. = PLAT BOOK. PG. = PAGE. PWY = PARKWAY. PRM = PERMANENT REFERENCE MONUMENT. P.LS. = PROFESSIONAL LAND SURVEYOR. R. = RECORDED DISTANCE. RR. = RAILROAD. RES. = RESIDENCE. R/W. - RIGHT -OF -WAY. RAD. = RADIUS OR RADIAL. R.P. = RADIUS POINT. RGE. = RANGE. SEC. = SECTION. STY. = STORY. SWK. = SIDEWALK S.I.P. = SET IRON PIPE L.B. #6044 S. = SOUTH. S.N.D. = SET NAIL & DISK LB. #6044. SP. = SCREENED PORCH. "= SECONDS. T. = TANGENT. TWP. = TOWNSHIP. U.E. - UTIUTY EASEMENT. UTIL - UTIUTY. U.P. - UTIUTY POLE. W.M. = WATER METER. W.F. = WOOD FENCE. W.S. = WOOD SHED. A = CENTRAL ANGLE. W. = WEST. = CENTER LINE. = ANGLE. Situated in Zone: X Community /Panel /Suffix: Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: BRYAN PYKE NONE • '' r 1 5 C. If) 0.00 0.00 t `O to 2 4, la h 3 4 SURVEY No. SHEET NO. / OF a 3). THIS IS A SPECIFIC PURPOSE SURVEY. 120652 - 0093 -J l- UUUbU2.i Date: 05/22/2002 LEGEND TYPICAL A WOOD FENCE. CHAIN LINK FENCE. C.B.S. WALL (C.B.W.) EXISTING ELEVATIONS. PROPOSED ELEVATIONS. $URVEYORS'S NOTES: 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY TOWNSHIP MAPS. ,,',,W 2). IF SHOWN, ELEVATIONS ARE REFERRED TO OW COW.p( B.M.# ' -544 ELEV. AS' OF N.G.V.D. OF 1929. LOG RTO• (apt 3100 4). THE CLOSURE INTHE BOUNDARY SURVEY IS ABOVE 1:7500 FT. I HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61017 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA ST&UTES. 05- 23-0Z BY: ? IBARRA (DATE OF FIELD WORK). PROFESSI NAL LAND SURVEYOR NO. 5z cafe STATE OF FLORIDA (V.UD COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON REVISED ON s SEAL Sent By: PYK 8 SON, INC. ; 3055735756; May -31 -02 10:15AM; Page 4/5 NR AW. 7N sower. ELITE SOS MAY, FLORIDA ]STN PAX T D 7M ti CRAM/ EY' Nina jintrio LAND SURVEYORS SURVEY NO. L UOUbUl3 e4EET NO / op 17 Survey of Lot: Block: 24 Subdivision: AN .?MENDED PLAT OF MIAMI SHORES SECTION 1 According to the Plat thereof as recorded in the Plat Book No. 10 at Page No. 70 of the public records of MIAMI -DADE County, Florida. Property Address: 122 NE 92 ST, MIAMI SHORES, FL 33138 For: BRYAN PYKE • 1 ,$, 1MAy N. E. A . ARC AC. AR CON01110NER PAD Al. • ANCOR EASEMENT. AR • MLM NOA ROOF. Me. ANMMUIMI MED MOIL. ASPHALT. S .C.. ROCK CORNER woo..Immoo I.M. • SENC1 MARK COl -MRS OF SEAmma C • GILUUIB) C.S. -CATCH SAM. 0.5 9 - CONCIRTS ROCK ETRUCTURE. CRY - CONCRETE ROCK WALL. CH • CHORD DISTANCE. . CH E. CHOW BEARING. CL . CLEAR CLF..CNAIN UNA FENCE C. ME. -CANAL MAINTENANCE EASEMENT. OONC • CONCIIETE C. ►. .CONE PORCH CI. • CONCRETE RAE. O E • ORMWO( !ASEMENT WAR . IRAINAOE MANTENAIC* 5AEEMRNT• DRIVE. • DRIVEWAY • - MOIRES E. • EMT. E .T.P. • ELECTRIC TRANODRMPlR PAD. ELEV. - EMVATON. !NCR .• EMOROACMENT F.H. • FRE HYDRANT. P.I.P. • RAND IRON PIPE PLR . NOUD 111ON ROD F.P! . MOWED FLOOR ELEVATION LOCATION SKETCH scale PAD . FWNO NAIL OISN FR • FRAME FT. - FEET. ▪ FEDERAL NATIONAL INSURANCE PROGRAM f. N. • FOUR, ME- N • HIGH WOIR). IN A LO . . mama AND EGRESS EASEMENT • . UGHT POLE. LF.E.. LOWEST FLOOR ELEVATION. LM E - LAIR MAPRENANOE EASEMENT MINUTES M - MIEAEURED INSTANCE MON.. MOPUNIFNT NH.. MANGLE N AP.. NOT A PANT OF NORM M*7 m.%GEDDERC VEIWICAL DATUN N. • NORTH. H7.& . NOT TO SCALE • -IQ . MER CPO.. OFFSET. 011. • 0V6UlAD. O. HL. OVERHEAD 07IUTY LINES CNN. • OVERMANO. 0 R • OPRQAL IROORO SOCK 5557.. PAVEMENT PL . PLANTER. 1W.. PROPERTY NNE. P.C.C.. POINT OF COMPOUND CURVE. P.C. • POINT of WRVS. . PT. • PONT CO TAIOE1CY. ROC.. PONT OFOOMMENCENENT PCB.. POINT OF 5CD05010. D4 OJ 1' ■ 1 ! C P,R.0 . POOR OF REVERSE CURVE PROP COOL . PROPERTY CORNER. P.O. - RAT EOOK AO. . PAGE PINY. PARKWAY ARIA . PERMANENT REFERENCE MONUMENT P.LS - PROPESSONAL LAND SURVEYOR R. • RECORDED DISTANCE RR. • RAILROAD. RES. • RESIDENCE RR. • RIDH•OF-WAY. RAP . RADIUS OR RADIAL RP. .RADIUS POINT. ROE • RAN1E SEC.. SECTION. STY. • ETORY. SINK. SIDEWALK S. P.. SET IRON PIPE Le. •RIM S. • $01.1114 S.N.D.. SET NAILS DISK Le MOW SP - SCREENED PORE/ • BECON0& T . TNOEYNT 7YIP.. TOWNSHIP. V.E.. UTILITY EASEMENT. MIL • UTILITY. U • U111117 POLE WAR . WATER METER. W.F. • WOOD FENCE W.5 • WOOD SHED A - CENTRAL A MILE WEST. ;.CENTERLINE - ANOIE. • MEWL NOM TO A000WAN7 SKETCH OF SURVEY (SURVEY): SXAAMMION OF /Ii ASSTRW'T OP TRW MWL HMI TO NMADe 10 CORVINE RCORDEO MTNAR M. P AMC WIRIER RNs plummy TIN SONNY M SUSAET 70 01000AT10N6. LAMATN►/. .ONICLOW.IR5M ATIDIM 011Wal3/TE 0P MOM. LEON. OISCRI 05 1015 0 01 n CORM ON AT01m 151E COuNwr 110110MY Rummy NIAN A ammo Aoca Aoan&Ro mENTARON OF TN Bumf WON( FOPORm PIMP M E COMM WN 00D • AT A M SCAT mod. Ham) SORE YAS EAITS MOWN AR I RAT M UMW ORMOW M M RWIEE MO NNE TERM miCROMMAOEAD YRIM54LE NO MORE anDuNDKTRACNIiMS. ANONTRYS ORAL YMEPYTOMNU MOLAATTDI5. RTSRWORMS AND SOWN& ANO THE. TAIL IS 1EEPCRE OF EMYTIRO ROT RAN WM THE ICIMICT SiCYATON FOR TOP APPROVAL FOPS AIINOIVATOWTO AUTNOMIC11.1 A11Iw aim/ TON, VINE 0TM[RMET. NOTED, INS RPM NN NOT AT7YIED TO LOCATE RX7TWOI MOOR FOUNDATIONS. RIMS II05 S D Y.4 MiT ANNE TIM RAN W SURVEY. HAS BEM PANNED POP M EULIARM US1 Of M MOOS NAMED NM/ON. TI.! CMIT/ITA7E DOS4 NOT MOO TO ANY UINNSD PARK. ma imp FLOG NAPS HAVE OISMNATW THE AMON R9C ISIO LAID TO BE Situated in Zone: X Community /Panel /Suffix: Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: BRYAN PYKE NONE Date: 05/22/2002 80 PL W000 PENCE. OWN MK FENCE 0.8.3. WALL (C.EW.) EXISTING ELEVATIONS PROPOSED ELEVATIONS. W tl P MOVED. MEAN1D5 ARE RSAEOMEO TO NP ASSUMED MOM" 5Y IMO PLAT IN TIE DEeL'/MPIION OP THE PROPlRY. F NM, TIER EEAMM ARE HEMMED TO COUNTY TOMIRIM IMAPE 1I. 44 SNOINN, ELEVAT ONS ARE REFERRED TO ONE CON1114 tat. N -5Nt8 sum, .bLJr' Or N.O.V.O. OFIWy. Lot Mitt 4LE 1100 SL. TINS S A imam PURPOSE SURVEY. 4). 741E CLOSURE PURE 00U DORY SURVEY IS ABOVE 1•770 PT 1 415507 Cerrirr• 114AT Tie lOUPDARY 8UM/EW OP M PROPERTY O5SOMMED IAFON. M RECLNRY SURVEYED AND DRAWN VML MY SUPERVISOR COMMIE Tli OMAN 1LOS1AL STANDARDS AS SET FORTH BY 7116 FLOR OILIUOAIIDOP PRROPESMONAL LAPO ELRVEYO5 ININN'Ra SIG174, FLDNDA AOMINS77A11V6 0006 PIRWNO 70 475877. FLORIDA ST 11 05 - 2$ -OZ ,�g NNNN�j1 WCRPO P RQP�SWSR LAID ROAM Ax 54011 a. AMA) STATE OF Room . (VIUD COP1EU 0P TN5 RRVSY WALL SEAR T1! 040S5ED SEAL OF 141E AT10RNi LAIC SAMOA)) REVISED ON REVISIDON 120652 - 0093 -J HP Fax Series 900 Plain Paper Fax /Copier Last Fax Date Time Type Identification Duration Pages Result May 29 2:44pm Sent 913054701563 0:45 2 OK Result: OK - black and white fax Fax History Report for Anthony & Sylvan 9547443610 May 29 2002 2:45pm Mit w.W 7n STREET. SUITE 2 YW, 140111114 381211 7111PWCO (mil swam MX: (amp aµaoaa Nma.Purnsprs Ant. LAND SURVEYORS SUAVEV NO e2_ agn l'S °MEET NO Oi BOUNDARY SURVEY Some 1• - Sent By: PYKE 8 SON, INC. ; 3055735756; May -31 -02 10:15AM; Page 5/5 HP Fax Series 900 Plain Paper Fax /Copier Fax History Report for Anthony & Sylvan 9547443610 May 29 2002 2:51pm Last Fax Date Time Type Identification Duration Pages Result May 29 2:50pm Sent 913055561965 0:57 2 OK Result: OK - black and white fax I 3.4 DIBITEN POLY /4.5 GRANULAR I TWO PLY SPECIFICATIONS FLASHING DETAILS 30 3.4a Edge Detail 30 3.4b Parapet Walls 31 3.4c Parapet (Inside) Corners 31 3.4d Curbs (& Outside Corners) 32 3.4e Pipes & Similar Protrusions 32 3.4f Roof Drains 32 3.4g Roof Relief Vents 1 Introduction As stated elsewhere in this manual, flashing details are considered the most critical areas of the roof and require the most attention to detail. All flashing details in Dibiten roof installations are to be ac- complished using Dibiten smooth surfaced membrane. Under no circumstances are plastic roofing cements to be used with Dibiten mem- brane. Remember these general rules: DIBITEN SMOOTH SURFACED APP MODI- FIED BITUMEN MEMBRANE IS THE ONLY MATERIAL TO BE USED FOR FLASHING DETAILS. ALWAYS COUNTERFLASH A MINIMUM OF 6" WITH DIBITEN MEMBRANE, and review all the flashing details outlined in this manual for additional requirements. WHEN APPLYING MEMBRANE OVER MEMBRANE, ALWAYS HEAT BOTH SUR- FACES TO ASSURE A TOTAL BOND. FLASHING DETAIL SIDELAPS MUST BE STAGGERED FROM THE ROOF FIELD SIDE - LAPS. ALWAYS COUNTERFLASH VERTICALLY ADHERED DIBITEN MEMBRANE WITH DI- BITEN MEMBRANE COUNTERFLASHING, SMOOTH SURFACED, (AND APPROPRIATE METAL COUNTERFLASHING WHERE AP- PLICABLE). In the interest of safety, remember that it is not always necessary to torch the area being flashed or counterflashed. Never torch into a crevice or any area where the torch flame could be pulled in. Never torch directly to a flammable surface or an area where you cannot see. Instead, heat the membrane away from the area to be sealed and press the membrane into place. If there is any uncertainty as to how to securely and safely seal a flashing area call Dibiten USA's technical de- partment at 800 - DIBITEN (National) or 800 -527- 1123 (from Canada). Outside these areas please call: (213) 564 -7220. Read the Safety section of this manual. Dibiten membrane is only intended to be applied by licensed roofing contractors and their crews, thoroughly skilled in all aspects of roofing work- manship and safety and the use and handling of propane equipment. Dibiten membrane is not for use by any other persons. Note that the flashing details on the following pages assume that the roof deck has already been prepared with appropriate base sheet and/ or primer. Insulation, if used, is of course under the base sheet. Flashing details apply to new or reroofing situations. PART 3: Flashing Detail Instructions 21 3.1 DIBITEN SMOOTH SURFACED (POLY /4 OR POLY /5) FLASHING DETAILS The following flashing details are for roof ap- plications using Dibiten Poly /4 or Dibiten Poly/ 5 smooth surfaced membrane ( "Dibiten smooth "): I 3.1a Edge Detail Metal edging must be sandwiched between two layers of Dibiten smooth surfaced membrane. In most cases the field membrane will extend over the fascia, then the metal edging will be installed (refer also to PART 1.3, Metal Work & Flashings, p.5), and over this a minimum 9" wide strip of Dibiten membrane will be adhered to the metal, torched and trowelled securely. Keep the 9" strip 1/4" to 1/2" away from the inside edge of the metal to allow room for the trowelling procedure. Before install- ing the strip of membrane which will adhere to the metal be certain any oil film on the metal is re- moved. Roughen the surface of the metal lightly with sandpaper and heat the metal very slightly with the torch. See Detail Drawing 4.1a (p.35). An altemate method to be used only in situations where the flow of water is against the metal edge detail would be to first install a strip of Dibiten smooth over the fascia and at least 9" back onto the roof. The strip must extend 6" beyond the point where the metal will end. Then install the metal edging and finally install the field roof membrane. See Drawing 4. l as (p.36). If this method is used you must be absolutely sure of a total bond of the field membrane to the underlying metal and exposed strip. 22 PART 3: Flashing Detail Instructions The metal should overlap a minimum of 4 ". Non - solvent based caulking should be used to seal the metal overlap (between the two layers of metal) and suitable nails are required every 4 -6" stag- gered, or as required by local code and the metal manufacturer. The minimum guage should be 26, although Dibiten USA recommends 24 guage metal be used. The minimum face (onto the roof deck) should be 3 "; 4" is preferred. I 3.1b Parapet Walls The field roof membrane at a parapet wall must be turned up a minimum of 6 ", and over this the parapet wall membrane must extend back onto the roof for at least 6 ". (See also Stress Area Treat- ment, PART 2.2, page 13). Parapet sidelaps must be staggered from the field sidelaps. See Detail Drawing 4.1b (p.38). When installing the parapet wall membrane, use lengths of Dibiten smooth not exceeding 4' to 5'. Longer lengths are impossible to handle properly. The best method for installing the parapet wall membrane is to heat the membrane to be applied in the middle of the sheet, position against the para- pet wall, and press into place. Work down and out- wards when pressing the membrane into place to eliminate air pockets. Next lift the lower end and torch and then press tightly against the base of the wall. Then pull down the upper portion of the membrane, and heat the membrane and press it into place securely. Work upwards and outwards to- wards the seams to eliminate voids. Finally, use the torch and trowel to seal the sidelaps and endlaps of the parapet wall membrane. At side parapet walls where the field membrane sheets run in the direction of the wall lengthwise, (directional to the membrane sidelaps), after the base sheet has been installed, apply a minimum 12" wide strip of Dibiten smooth membrane, securely torched and trowelled the length of the wall cen- tered over the joint at the base of the wall so that it turns up the wall 6" and extends onto the field of the roof 6 ". Then butt the sidelap of the field roof membrane to the base of the wall, securely torched in place. Finally counterflash the wall with strips of Dibiten smooth not longer than 4' -5' in length extending up and over the top of the parapet and 6" onto the field of the roof, again securely torched and all laps trowelled and staggered from field membrane laps. See Detail Drawing 4.1bb (p.39). Metal Cap Where a metal cap is used on parapet walls, be sure to extend the Dibiten smooth fully adhered up and over the top of the parapet wall before applying the metal cap. See Detail Drawing 4.1b (p.38). I 3.1c Parapet (Inside) Corners At parapet comers the counterflashing roof mem- brane must overlap a minimum of 6" at the endlaps (onto the field roof membrane) and 4" at the side- laps. Drawing 4.1c shows how to cut and fit the parapet wall membrane into the corner area. At the base of the corner, cut a piece of Dibiten smooth and torch it into place. Work the bitumen with a heated trowel to make the base of the corner watertight. Next cap the top of the parapet comer with a similar piece, also torched and trowelled securely into place. Refer to Detail Drawing 4.1c (p.40). I 3.1d Curbs (& Outside Corners) Curb Clashing (skylight supports, for example) are identical to parapet flashing details with outside comers occurring rather than inside comers. The requirements and methods for sealing outside cor- ners are similar to that of inside corners, however. Again the field membrane extends up the curb a minimum of 6 ". At the sides (directional to the field membrane sidelaps) install a 12" strip of Dibiten smooth centered at the base of the curb. The field membrane sidelaps will then be installed flush to the curb base. Over this the curb counterflashing membrane will extend a minimum of 6" onto the field membrane and up and over the top of the curb. All side and endlaps of the curb flashing membrane must be securely troweled and again any side laps should be staggered from those in the field. Over- lap the sidelaps of the outside corners a minimum of 4 ". Apply a piece of Dibiten membrane at the base of each outside comer as described in Section 3.lc, Parapet (Inside) Corners. See Detail Draw- ing 4.1d (p.41). I 3.1e Pipes & Similar Protrusions When installing the field membrane make a precut to allow for existing vent pipes and similar protru- sions. Torch and trowel the Dibiten smooth se- curely at the base of the pipe. Use the trowel in an upward direction around the base of the pipe to smooth the melted bitumen. Next, cut a "finger strip" ply (a piece of Dibiten smooth minimum 6" wide and long enough to wrap around the base of the pipe, with notches cut along the length of the bottom of the piece). Heat the underside of this finger strip ply and wrap it around the base of the pipe. Be certain this membrane piece is also trow- elled securely to the pipe with no voids or areas not adhered. Finally, cut a square piece of Dibiten PART 3: Flashing Detail Instructions 23 smooth large enough to extend 6" in all directions from the base of the pipe. Cut an X or a hole the size of the pipe base diameter in the center and slip over the pipe. Lift the flaps of the piece with the trowel and heat the underside, then press into place. Be sure this piece is fully adhered and all edges trowelled. Again torch and trowel this membrane at the neck of the pipe. Vent pipe collars are required wherever possible, and if used they are to be positioned between the field ply and the finger strip ply. Melted bitumen should be spread on the pipe collar flange. See Detail Drawing 4.1e (p.42). ' 3.1f Roof Drains • Observe the following rules with regards to roof drains: • Drains must always have two plies of Dibiten membrane, with each being under the clamping ring. • The stripping in ply should be installed first to eliminate backwater seams. • The stripping in ply must be large enough to extend a minimum of 6" beyond the outside edge of the drain flange in all directions. Larger sizes can be used depending on the size of the drain. • If using optional lead, it must be between the field and stripping plies. When installing one piece drains with flange, first apply a piece of Dibiten smooth, lining the drain area and extending a minimum of 12" back onto the roof deck in all directions (minimum 6" in all directions from where the outside edge of the drain flange will be). Then install the drain. Take a scrap piece of Dibiten smooth, heat it, and spread the melted bitumen over the entire drain flange. Over this apply the roof as in standard procedure. After 24 PART 3: Flashing Detail Instructions allowing the membrane over the drain area to cool, cut out the drain opening and seal. See Detail Drawing 4.1f (p.43). Dibiten USA recommends the use of the Modidrain to assure a positive seal at drains in its roofing systems. The Modidrain is available in sizes to meet most requirements. I 3.1g Roof Relief Vents When the use of roof relief vents is determined nec- essary, Dibiten USA recommends the Modi Sys- tems "Modivent" be used with its membrane. Roof relief vents should be installed at the rate of one per every 900 square feet of roof area. When installing the vent, cut an "x" in the existing membrane, install the Modivent, and torch and trowel the membrane flaps to the vent flange. Next, apply a minimum 6" wide "finger strip" ply at the base of the Modivent, torched and trowelled securely. Finally, cut a square piece of Dibiten smooth surfaced membrane large enough to extend at least 6" beyond the outside edge of the vent flange onto the roof in all directions, and cut a hole (or an X) in the center of this piece. Slip it over the Modivent, lift and torch the underside of the membrane, press securely into place, and then torch and trowel the edges to the existing mem- brane. Be sure this final piece of membrane is also securely sealed at the neck of the Modivent. See Detail Drawing 4.1g (p.44). I 3.1h Expansion Joints Where an expansion joint area exists, the field membrane should be turned up the curb a minimum of 6" and then counterflashed with a second piece of Dibiten smooth which extends from a minimum of 6" back onto the field membrane and up and over the curb. Over this the expansion joint can be installed. Be sure to use fasteners with neoprene washers. See Detail Drawing 4.1h (p.45). I 3.1i Other Terminations and Transitions Termination of the Dibiten membrane to a block or concrete wall which cannot be completely cov- ered with membrane requires installation of an ap- propriate type metal counterflashing. When installing a Dibiten roof adjacent to a shingle roof section remove at least the first three courses of shingles. The Dibiten smooth field membrane must extend up the sloped section at least 6" beyond the point where the shingles will terminate. Over this counterflash with a piece of Dibiten smooth which extends fully from the highest point where the shingles were removed to a full 6" back onto the flat portion of roof over the Dibiten field membrane. Replace the three courses of shingles. See Detail Drawings 4.1i- 4.1 iii (pp.46 -48) for ex- amples of these and other roof terminations. 3.2 DIBITEN POLY /4.5 GRANULAR FLASHING DETAILS The methods for accomplishing flashing details in a Dibiten Poly /4.5 Granular installation are essen- tially similar to the methods used in a smooth surfaced membrane application. The principal dif- ferences lie in when the details are performed, or the order in which they are performed in relation- ship to installation of the field membrane. Only Dibiten smooth surfaced membrane may be used for accomplishing the flashing details; therefor much of the flashing work is performed before application of the granular surfaced mem- brane. The application requirements for Dibiten Black Granite and Dibiten Poly /4.5 Granular are identical. I 3.2a Edge Detail Metal edging in the Dibiten Poly /4.5 Granular installation must be sandwiched between two lay- ers of Dibiten Poly /4 smooth surfaced membrane. First apply a minimum 9" wide strip of Dibiten Poly /4 to the roof edge. This strip must be applied over the fascia and extend a minimum of 6" back onto the field area of the roof. Then install the metal (refer also to PART 1.3, Metal Work & Flashings, p.5). Before installing the strip of membrane which will adhere to the metal be certain any oil film on the metal is removed. Roughen the surface of the metal lightly with sandpaper and heat the metal very slightly with the torch. Next install another 9" strip of Dibiten smooth membrane, torched and trowelled securely to the metal and field area of the roof. Keep this strip 1/4" to 1/2" back from the inside edge of the metal to allow adequate room for the flow of bitumen and trowelling necessary to assure a watertight seal. Once the metal edge detail has been completed in this way proceed with the application of the Dibiten Poly /4.5 Granular material which is applied over the second 9" strip (allow 1/4" at inside edge of the metal for bitumen flow), securely sealed. See Detail Drawing 4.2a (p.51). 3.2b Parapet Walls In Dibiten Poly /4.5 Granular applications, all ver- ticals must be waterproofed using Dibiten smooth surfaced membrane (Dibiten Poly /4). Follow the PART 3: Flashing Detail Instructiois 25 same procedure as outlined in Section 3.1b, Para- pet Walls (p.22 -23). First apply a minimum 12" wide strip of Dibiten Poly /4 smooth membrane centered over the joint at the base of the wall at complete perimeter so that the strip of membrane extends 6" up the wall and 6" onto the field of the roof, over the base sheet. Apply these strips, 4' -5' in length, along the entire length of the wall se- curely torched and trowelled. Overlap the 12" strips 6 ". Then butt the field of the roof, Dibiten Poly /4.5 Granular, to the base of the wall, securely torched into place. Scorch the top surface of the granular membrane, bringing the melted bitumen to the surface to prepare for a bonding overlap, for 6" onto the field along the entire perimeter. Then counterflash with a strip of Dibiten Poly /4 mem- brane up and over the top of the parapet and extending 6" onto the field, sidelaps staggered from those in the field. Over this another layer of Poly /4.5 Granular membrane can be torch applied for aesthetic purposes if desired. See Detail Draw- ing 4.2b (p.52). I 3.2c Parapet (Inside) Corners Because the parapet wall detail is accomplished using Dibiten Poly /4 smooth surfaced membrane, the parapet comer detail in a Dibiten Poly /4.5 Granular installation is similar to the method de- scribed in Section 3.lc, Parapet (Inside) Corners (p.23). At parapet comers the roof membrane must over- lap a minimum of 6" at all endlaps (onto the field) and 4" at sidelaps. See Drawing 4.2c (p.54) for an illustration of how to cut and position the comer area Poly /4 membrane. At the base of the corner, cut a piece of Dibiten Poly /4 membrane and torch it into place. Work the bitumen with a heated trowel to make the base of the corner watertight. 26 PART 3 Flashing Detail Instructions Next cap the top of the parapet corner with a similar piece, also torched and trowelled securely into place. See Detail Drawing 4.2c. Remember to "scorch" underlying granular mem- brane before overlapping to prepare the granular material for an adequate bond. Metal Cap Again because the parapet wall detail in the granu- lar membrane installation is performed using smooth surfaced membrane the metal cap guide- lines are the same in both types of applications. Where a metal cap is used on parapet walls, be sure to extend the Dibiten membrane fully adhered up and over the top of the parapet wall before apply- ing the metal cap. I 3.2d Curbs (& Outside Corners) In the Dibiten Poly /4.5 Granular installation, the curb detail is accomplished as follows: At curb base perimeter install an 8 -12" strip of smooth surfaced Poly /4, centered over the joint at the base of the curb (extending 4 -6" up the curb and 4 -6" onto the field). Then install the Poly /4.5 Granular field membrane, butted to the base of the curb. The surface of the granular field membrane at curb base perimeter must be "scorched" a full 6" to prepare for an adequate bond of the overlap- ping membrane. Counterflash entire curb with Dibiten Poly /4 smooth surfaced membrane as for parapet walls (extending up and over the top of the curb and 6" onto the field) and refer to Detail Draw- ing 4.2d (p.55) for an illustration of how to cut and position the comer area membrane. Dibiten Poly/ 4.5 Granular material may be applied over the smooth surfaced Poly /4 flashing membrane for aesthetic purposes if desired but the counterflash- ing must first be accomplished using smooth sur- faced material as described above. I 3.2e Pipes and Other Protrusions installed, butted (& securely sealed) to the base of the pipe collar. See Detail Drawing 4.2e (p.56). At vent pipes and other protrusions you must again reverse the order of the flashing pieces of mem- brane when installing a Dibiten Poly /4.5 Granular roof. Before applying the granular membrane, cut a minimum 12" square piece of Dibiten Poly /4 smooth surfaced membrane, cut an X or a hole in the center of this piece, and slip it over the protru- sion. Lift and heat the underside of the membrane using torch and trowel and press into place. Torch and trowel the edges of the membrane and securely trowel the membrane at the neck of the pipe. Next install the "finger strip" ply (a minimum 6" wide strip of smooth surfaced Dibiten membrane with notches cut the length of the strip), torched and trowelled securely to the base of the pipe. This finger strip ply must cover the previous ply of membrane at the pipe neck and base. Finally the field roof granular membrane will be installed, butted and securely sealed to the base of the pipe. Be absolutely positive of a complete seal of the granular membrane to the flashing membrane and test the seal with a warm trowel. Be sure to produce bitumen flow at the edge of the granular mem- brane. Roof jacks (vent pipe collars) are recommended. If a vent pipe collar is used, it must be sandwiched between two layers of Dibiten Poly /4 smooth sur- faced membrane before the granular membrane is installed. First a square piece of Dibiten Poly /4 smooth surfaced membrane large enough to extend a minimum of 6" beyond the pipe collar flange edge in all directions is installed (with a hole or an X cut in the center to accomodate the pipe), securely torched and trowelled. Then the roof jack is in- stalled, and over this a 6" wide finger strip ply of Dibiten Poly /4 smooth surfaced membrane is applied to the base of the pipe 'collar. Next apply another 12" square piece of Dibiten Poly /4. Finally the Dibiten Poly /4.5 Granular field membrane is I 3.2f Roof Drains When performing a Dibiten Poly /4.5 Granular modified bitumen roof installation roof drains must be sandwiched between two plies of Dibiten Poly/ 4 smooth surfaced membrane, both plies extending at least 6" beyond the outside edge of the roof drain flange (the first ply extends 6" past the flange edge, the second ply at least 8" past the flange edge) and both plies securely torched and trowelled, over which the Dibiten Poly /4.5 Granular membrane is applied. See Detail Drawing 4.2f (p.57). Since you cannot trowel the granular surfaced membrane, check for a complete seal using a warm trowel. Dibiten USA recommends use of the Modidrain in conjunction with its roofing systems. I 3.2g Roof Relief Vents When the need for roof relief vents is determined necessary, Dibiten USA recommends the Modi Systems "Modivent" be used with its membrane. Roof relief vents should be installed at the rate of one per every 900 square feet of roof area. The installation procedure when installing Dibiten Poly /4.5 Granular membrane differs from the smooth surfaced installation only in that you must "scorch" the granular membrane with the torch and trowel, bringing the bitumen to the surface, to prepare it for bonding to smooth surfaced mem- brane. PART 3: Flashing Detail Instructions 27 When installing the vent, cut the existing mem- brane, install the Modivent, and torch and trowel the membrane to the vent flange. "Scorch" the granular surfaced membrane to prepare it for bond- ing ( counterflashing with Dibiten Poly /4 smooth surfaced membrane) for a distance of a minimum of 6" beyond the outside edge of the vent flange. Next, apply a minimum 6" wide "finger strip" ply of Dibiten Poly /4 smooth surfaced membrane at the base of the Modivent, torched and trowelled securely. Finally, cut a square piece of Dibiten smooth surfaced membrane large enough to extend at least 6" beyond the outside edge of the vent flange onto the roof in all directions, and cut a hole (or an X) in the center of this piece. Slip this piece of smooth surfaced Dibiten over the Modivent, lift and torch the underside of the membrane, press securely into place, and then torch and trowel the edges to the existing, prepared granular membrane. For aesthetic purposes, another piece of granular surfaced membrane may be applied over this area. See Detail Drawing 4.2g (p.58). I 3.2h Expansion Joints Where an expansion joint area exists in the granu- lar roof installation, the following method is used to properly counterflash the area: (Expansion joints must be on curbs): First an 8 -12" strip of Dibiten Poly /4 smooth sur- faced modified bitumen membrane is installed centered over the joint at the base of the curb (extending up the curb and onto the field), securely torched and trowelled. Next the Poly /4.5 Granu- lar field membrane is installed, butted securely to the base of the curb. Scorch the granular surface for at least 6" at entire curb base perimeter, bringing the bitumen to the surface to prepare for an ade- quate bond of the overlapping membrane. Finally apply a counterflashing piece of Dibiten Poly /4 28 PART 3: Hashing Detail Instructions smooth surfaced membrane which extends up and over the top of the curb and back down 6 "onto the field. Finally the expansion joint can be in- stalled. See Detail Drawing 4.2h (p.59). I 3.2i Other Terminations & Transitions At a shingle roof transition the Dibiten membrane must extend fully up under a minimum of the fast three courses of shingles. Existing shingles must be removed to accomplish this. In the Dibiten Poly/ 4.5 Granular installation, after the base sheet is installed, apply a strip of Dibiten Poly /4 smooth membrane minimum 8 -12" wide centered over the transition area. Next install the field Dibiten Poly/ 4.5 Granular membrane, butted to the joint area of the transition (overlapping the 12" piece 6 "). "Scorch" the granular membrane for 6" to prepare it for a bonding overlap. Next counterflash the field membrane with a strip of Dibiten Poly /4.5 Granu- lar membrane, securely torched into place, which will extend from the highest point on the sloped section where the shingles were removed down and fully 6" onto the field area of the Dibiten Poly/ 4.5 Granular roof section. Install or replace the shingles. See Detail Drawing 4.2i (p.60). I 3.3 DIBITEN SMOOTH SURFACED TWO PLY SPECIFICATIONS FLASHING DETAILS Flashing details for Dibiten modified bitumen two ply systems differ somewhat from the flashing detail requirements of the single layer specifica- tions. Study the flashing detail requirements noted in Section 3.1 and 3.2 and note the main differences as follows: For smooth surfaced Dibiten Poly /4 and Dibiten Poly /5 applications: I 3.3a Edge Detail The metal edging is sandwiched between the first and second field roof plies, and the 9" strip is installed over the second ply of membrane. See Detail Drawing 4.3a (p.63). Should the roof drainage be towards the metal edging, the first field ply is installed, then the prepared metal, next the 9" strip and finally the second field ply, all plies torched and trowelled securely. See Detail Drawing 4.3aa (p.64). I 3.3b Parapet Walls The first field ply of Poly /4 or Poly /5 extends 4- 6" up the parapet wall. This ply is counterflashed with a strip of Dibiten membrane extending up and over the top of the parapet and 4" back onto the field. The second field ply, (sidelaps staggered from the first ply) butts securely to the base of the parapet, and finally the second field ply is counter - flashed with a strip of Dibiten membrane extend- ing up and over the top of the parapet and 6" back onto the field (resulting in two plies on the parapet wall and three plies in the valley area). See Detail Drawing 4.3b (p.65). At side walls, directional to the sidelaps of the field roof membrane, first apply the first field ply of Poly /4 butted securely to the base of the wall. Next install a piece of Dibiten Poly /4 membrane which extends up and over the top of the parapet and back down the wall and 4" onto the field, the first counterflashing piece. Use strips not longer than 4 -5' in length for proper handling. The third step is to install the second field ply of Dibiten Poly/ 4 which turns up the parapet 6 ". Finally counter - flash the wall with a piece of Dibiten Poly /4 which extends from up and over the top of the parapet and back down to 6" onto the field. See Detail Drawing 4.3bb (p.66). Metal Cap Metal cap goes over the two plies described above and as shown in Detail Drawings 4.3b and 4.3bb. I 3.3c Parapet (Inside) Corners Make sure all plies of membrane at the parapet comer overlap a minimum of 4" at sidelaps (ex- tending 4" on the adjoining wall) and 6" at endlaps, and that there are a minimum of three plies of mem- brane at the comer joint, all securely torched and trowelled. Cap top and bottom of corner with an appropriate sized piece of Dibiten membrane. See Detail Drawing 4.3c (p.67). I 3.3d Curbs (& Outside Corners) Detail for curbs is as for parapet walls, with field membrane endlaps turning up curb base a mini- mum of 4 -6" and sidelaps butted securely to the base of the curb, first counterflashing membrane extending from up and over the top of the curb back on the deck at least 4 ", second field membrane ply endlaps turning up curb and field membrane side - laps butted securely to base of curb and second counterflashing membrane extending from up and over the top of the curb back onto the roof deck over the second field ply a minimum of 6 ". All membrane applied to vertical area of curb and curb top overlaps at comers a minimum of 4" onto the adjacent curb side, thus achieving a minimum of three plies of membrane at all curb corners. Cap PART 3: Flashing Detail Instructions 29 bottom of curb comer with an additional appropri- ate sized piece of Dibiten membrane. See Detail Drawing 4.3d (p.68). I 3.3e Pipes & Similar Protrusions Apply the first field ply, cutting an X to accomo- date the protrusion. Over the first field ply the 6" finger strip ply is adhered at the base of the pipe. Next a minimum 12" square piece of Dibiten Poly/ 4 membrane is applied over the forger strip ply, securely torched and trowelled. Finally apply the second field ply of Dibiten Poly /4 membrane. A vent pipe collar, if used, is placed between the first field ply and the finger strip ply. See Detail Draw- ing 4.3e (p.69). I 3.3f Roof Drains Roof drains must be sandwiched between a piece of Dibiten smooth surfaced membrane which ex- tends from the drain area to 6" beyond the roof drain flange outside edge onto the roof in all directions and the first field ply. Over this the second field ply is installed, the drain area cut open after the membrane has cooled, and the membrane turned down and sealed to the dram interior. See Detail Drawings 4.3f and 4.3ff (p.70 & 71). I 3.3g Roof Relief Vents The Modivent will be installed under the first field ply, over which the 6" wide finger strip ply is installed. Next a square piece of Dibiten smooth surfaced membrane large enough to extend 6" beyond the vent flange outside edge in all direc- tions will be applied. Finally the second field ply 30 PART 3: flashing Detail Instructions of Dibiten Poly /4 is installed. (Of course all plies of membrane are to be securely torched and all seams are to be trowelled.) The Modivent, once installed under the first ply, is thus treated as a protrusion. See Detail Drawing 4.3g (p.72). 3.4 DIBITEN POLY /4.5 GRANULAR TWO PLY SPECIFICATIONS FLASHING DETAILS I 3.4a Edge Detail In the Dibiten Poly /4.5 Granular two ply installa- tion, the first field ply (Dibiten Poly /4 smooth surfaced membrane), is extended over the fascia. Next the metal is installed, and prepared by lightly sanding and heating slightly with the torch. Next a minimum 9" wide strip of Dibiten Poly /4 is in- stalled over the metal, keeping the membrane back from the edge of the metal 1/4" to 1/2" to allow room for trowelling. This piece is torched and trowelled securely. Finally the Dibiten Poly /4.5 Granular is applied over the 9" strip, securely sealed. Refer to Detail Drawing 4.4a (p.75). 3.4b Parapet Walls The first field ply of Poly /4 extends 4 -6" up the parapet wall. This ply is counterflashed with a strip of smooth surfaced Dibiten Poly /4 mem- brane extending up and over the top of the parapet and 4" back onto the field. The second field ply (Poly /4.5 Granular), sidelaps staggered from the first ply, butts securely to the base of the parapet, and the granular surface is "scorched" for a full 6" in the area adjacent to the wall base to prepare the membrane for an adequate bond. Finally the sec- ond field ply (Dibiten Poly /4.5 Granular) is counter- flashed with a strip of Dibiten Poly /4.5 Granular membrane extending up and over the top of the parapet and 6" back onto the field (resulting in two plies on the parapet wall and three plies in the valley area). See Detail Drawing 4.4b (p.76). At side walls, directional to the sidelaps of the field roof membrane, first apply a strip of Dibiten smooth surfaced membrane 8 -12" in width cen- tered over the joint at the base of the wall. Next install the first field ply of Poly /4 butted securely to the base of the wall. The third step is to install a piece of Dibiten Poly /4 counterflashing mem- brane which extends up and over the top of the parapet and back down the wall and 4" onto the field. Use strips not longer than 4 -5' in length for proper handling. The fourth step is to install the second field ply, Poly /4.5 Granular, which also butts to the base of the wall. Prepare the granular surface by "scorching" the granules (to bring the bitumen to the surface and prepare for an adequate bond) in a minimum 6" wide area adjacent to the base of the wall. Finally counterflash the wall with a piece of Dibiten Poly /4.5 Granular which ex- tends from up and over the top of the parapet and back down to 6" onto the field. See Detail Drawing 4.4bb (p.77). All of these steps are necessary to assure the integrity of the wall detail. I 3.4c Parapet (& Inside) Corners At all parapet comers the membrane will overlap a minimum of 4" (sidelaps) and 6" onto the field (see above). Cap the top and bottom of the parapet corner with a piece of Dibiten smooth surfaced membrane, securely sealed, before the installation of the final ply of Dibiten Poly /4.5 Granular. The inside corner will have an overlap of a minimum of three plies of membrane. See Detail Drawing 4.4c (p.78). Metal Cap Both the two plies of parapet wall flashing mem- brane extend up and over the top of the parapet before capping with the metal cap. See Drawing 4.4b and 4.4bb. I 3.4d Curbs (& Outside Corners) Detail for curbs is as for parapet walls, with first field membrane endlaps (Poly /4 smooth mem- brane) turning up curb base a minimum of 4 -6 ", first counterflashing membrane extending from up and over the top of the curb back on the deck at least 4 ", second field membrane (Poly /4.5 Granu- lar) sidelaps butted securely to base of curb and second counterflashing membrane extending from up and over the top of the curb back onto the roof deck over the second field ply a minimum of 6 ". Remember that before installing the final curb counterflashing membrane the granular field membrane, which is the second field membrane ply, must be prepared for an adequate overlapping bond by "scorching" the surface. The second counterflashing membrane may be Poly /4 or Poly/ 4.5 Granular. The small piece of additional smooth membrane which must cap the bottom of outside corners is applied before the second counterflash- ing membrane is applied. All membrane applied to vertical area of curb and curb top overlaps at comers a minimum of 4" onto the adjacent curb side, thus achieving a minimum of three plies of membrane at all curb comers. At curb sides, directional to the sidelaps of the field membrane, detail is as for parapet sidewalls in that first an 8 -12" strip of smooth surfaced membrane is applied centered over the joint at the base of the curb, the first field ply (smooth) butts the base of the curb, then the first counterflashing piece of (smooth) membrane is installed extending from up and over the top of the curb down onto the first field PART 3: Flashing Detail Instructions 31 ply 6" onto the deck; next the granular field ply butts securely to the base of the curb, and finally, after the smooth piece of membrane is applied to cap the bottom of the curb or outside wall corner, the last counterflashing membrane piece is in- stalled extending from up and over the top of the curb down onto the prepared (scorched) granular field ply for a minimum of 6 ". See Detail Drawing 4.4d (p.79). 3.4e Pipes & Similar Protrusions In the Dibiten Poly /4.5 Granular two ply roof system, the first field ply (Dibiten Poly /4 smooth surfaced membrane) is installed over the pipe. Next a 6" wide finger strip ply of Dibiten Poly /4 is installed, and then a 12" square piece of Dibiten Poly /4 membrane is applied, securely sealed and trowelled. Over this the second field ply (Dibiten Poly /4.5 Granular) is installed. If a roof jack (vent pipe collar) is used, it is positioned between the first ply of Dibiten Poly /4 and the finger strip ply. See Detail Drawing 4.4e (p.80). I 3.4f Roof Drains Roof drains in the Dibiten Poly /4.5 Granular two ply system are sandwiched between two layers of Dibiten Poly /4 smooth surfaced membrane. Begin with a square piece of Dibiten Poly /4 which must be large enough to extend 6" onto the field of the roof beyond the drain flange outside edge and line the drain area. Install the drain, followed by the first field ply (Dibiten Poly /4) which turns down into the drain and finally the second field ply (Dibiten Poly /4.5 Granular), all plies securely sealed. The drain opening area is cut and sealed once the membrane has cooled. See Detail Drawing 4.4f (P.81). 32 PART 3: Flashing Detail Instructions 1 3.4g Roof Relief Vents Roof relief vents are installed under the first field ply of Dibiten smooth surfaced membrane (mem- brane flaps sealed to the vent flange), over which a 6" wide finger strip ply of Dibiten Poly /4 mem- brane is applied, securely sealed and trowelled. Next a square piece of Dibiten smooth surfaced membrane is applied (large enough to extend 6" beyond the relief vent flange edge), securely trow- elled & sealed. Finally the second field ply roof membrane (Dibiten Poly /4.5 Granular) is installed, butted and sealed securely to the base of the vent neck. Note that the roof relief vents are installed after the first field ply (Dibiten Poly /4) and then essentially treated as a protrusion. See Detail Draw- ing 4.4g (p.82). PART FOUR: Flashing Detail Drawings ' 4.1 DETAIL DRAWINGS FOR DIBITEN SMOOTH SURFACED APPLICATIONS 35 4.1a Edge Detail 36 4.laa. Edge Detail Variation 37 4.1 aaa. Edge Detail (Gutters) 38 4.1b Parapet End Wall 39 4.lbb. Parapet Side Wall 40 4.lc Parapet (Inside) Corners 41 4.1d Curbs (& Outside Corners) 42 4.1e Pipes & Similar Protrusions 43 4.1f Roof Drains 44 4.1g Roof Relief Vents 45 4.1h Expansion Joints 46 4.1i Wall Termination (Concrete) 47 4.1 ii. Wall Termination (Stucco) 48 4.1 iii. Shingle Roof Termination l Detail Drawing 4.1a EDGE DETAIL Dibiten Smooth Surfaced Membrane, Single Layer Specifications Dibften Poly /4 Field Pty Sr ship Dibiten Poly /4 PART 4: Flashing Detail Drawings 35 Detail Drawing 4.1 as EDGE DETAIL VARIATION Dibiten Smooth Surfaced Membrane, Single Layer Specifications Base Sheet 36 PART 4: Flashing Detail Drawings Dibiten Poly /4 Field Ply minimum 6* beyond metal Strip of Dibiten Poly /4 Metal Edging Detail Drawing 4.1 aaa EDGE DETAIL, GUTTER DETAIL Dibiten Smooth Surfaced Membrane, Single Layer Specifications Base Sheet Dibiten Poly /4 field Ply TOP Detail Reroofing BOTTOM Detail New Construction Strip of Dibiten Poly /4 Gutter PART 4: Flashing Detail Drawings 37 38 PART 4. flashing Detail Drawings Detail Drawing 4.1b PARAPET END WALL Dibiten Smooth Surfaced Membrane, Single Layer Specifications Detail Drawing 4.1 bb PARAPET SIDE WALL Dibiten Smooth Surfaced Membrane, Single Layer Specifications PART 4: Flashing Detail Drawings 39 40 PART 4: Flashing Detail Drawings Detail Drawing 4.1c PARAPET (INSIDE) CORNER Dibiten Smooth Surfaced Membrane, Single Layer Specifications Detail Drawing 4.1d CURBS (& OUTSIDE CORNERS) Dibiten Smooth Surfaced Membrane, Single Layer Specifications PART 4: Hashing Detail Drawings 41 Detail Drawing 4.11 WALL TERMINATION - CONCRETE Dibiten Smooth Surfaced Membrane, Single Layer Specifications 0 P IP 46 PART 4. Flashing Detail Drawings Concrete Silicone Caulking Metal Counter Flashing Poly /4 I Poly /4 Field Ply Detail Drawing 4.1 ii WALL TERMINATION - STUCCO (Dibiten Smooth Surfaced Membrane, Single Layer Specifications) Stucco Metal Counter Flashing — Poly/4 Poly /4 Field Membrane N— Base Sheet PART 4: Flashing Detail Drawings 47 48 PART 4: Flashing Detail Drawings Detail Drawing 4.1 iii SHINGLE ROOF TRANSITION Dibiten Smooth Surfaced Membrane, Single Layer Specifications Dibiten Poly/4 Counterflashing Shingles 6' Dibiten Poly/4 Field Ply Base Sheet PART FOUR: Flashing Detail Drawings I 4.5 I MISCELLANEOUS DRAWINGS 85 4.5a Scupper Detail 86 4.5b Pipes & Similar Protrusions (Variation 1, Lead Flashing) 87 4.5c Pipes & Similar Protrusions (Variation 2, Pipe Collar) 88 4.5d Pipes & Similar Protrusions (Variation 3, Heat Stack) Metal Coping 5. Dibiten Poly/4 Counter Flashing 1. Primer 2. Square Piece Poly/4 4. Poly /4 Field Ply 3. Scupper Detail Drawing 4.5a Scupper Dibiten Smooth Surfaced Membrane, Single Layer Specifications Line the area where the scupper will be installed with Dibiten membrane, fully adhered and extending a minimum of 6" in all directions beyond where the scupper flange will end (on wall and deck). Install the scupper. Dibiten USA recommends the use of the ModiScupper. Next apply the field membrane which turns up the wall a minimum of 6" (be sure to turn it up at least 2" beyond the top of the scupper flange). Cut out the scupper opening flush with the scupper inside edge. Next counterflash the parapet wall with smooth surfaced Dibiten membrane which extends at least 6" onto the field as described in section 4.1 b, Parapet Walls. Again cut out the scupper opening. Using a one piece construction scupper such as the ModiScupper, with the flange completely sandwiched between the plies of Dibiten as described above, achieves a complete watertight seal in the scupper area. 2. Square Piece Poly /4 4. Poly/4 Field Ply PART 4. Flashing Detail Drawings 85 PART FOUR: Flashing Detail Drawings 4.6 RECOMMENDED FASTENING PATTERNS 91 4.6a Fastening Pattern Example 1 91 4.6b Fastening Pattern Example 2 4.6a FASTENING PATTERN EXAMPLE 1 Type G -2 base sheet is required over all nailable deck types. This illustration shows minimum fastening patterns for suitable fasteners spaced as per industry standard at every 9" on center on sidelaps and every 18" on center in two rows in the field of the sheet, all rows 9" apart and staggered. The fastening pattern must meet base sheet and deck manufacturers' recommendations and U.L. 580 and FM I90 wind uplift requirements. 4.6b FASTENING PATTERN EXAMPLE2 Type G -2 base sheet is required over in- sulations. The fastening method and pattern for base sheet and insulations must meet insulation, base sheet and deck manufacturers' recommendations and U.L. 580 and FM I90 wind uplift re- quirements and these are stipulated by the respective manufacturers. The illus- tration above is an example of one possi- bility for a 3'x4' board. PART 4: Flashing Detail Drawings 91 Dibiten Poly /4 Specifications Nailable Decks, No Insulation 1 Specification 401 Deck Types: Plywood, Wood Plank, Lightweight Insulating Concrete, Poured & Precast Gypsum. Underlayment: For plywood or wood plank decks: *U.L. approved fiber- glass base sheet type G -2 (25 lbs. per 100 square feet or heavier). For lightweight insulating concrete or poured & precast gypsum decks: U.L. approved fiberglass base sheet type G -2, 40 Ib. organic base sheet, or venting base sheet. Dibiten Poly /4: Smooth surfaced APP modified bitumen membrane rein- forced with nonwoven polyester fabric. Method of applica- tion: Torch applied only. Coating or Ballast: *Coating or ballast is optional, although use or lack of a protective covering over the Dibiten smooth surfaced membrane affects the term of the warranty (See PART 7, Warranty, of this manual, p.149). Roof coating suitable for use over modified bitumen mem- brane, applied in accordance with the coating manufac- turer's instructions. Rate of application must not be less than 1 gallon per 100 square feet and may be more according to manufacturer requirements. Ballast may be applied but is not recommended. Use of ballast over Dibiten membrane inhibits the normal ease with which modified bitumen membrane is inspected and main- tained. If ballast is used, it must be smooth, river bottom stone applied in cold, wet emulsion. Generally a minimum of 400 lbs. of stone per 100 square feet of roof area is recommended. *If the roofing project requires a U.L. listed specification be used, please refer to the U.L. Listed Specifications section of this manual (p.145). U.L. listed specifications often mandate brand of underlayment and roof coating, and specify rate of application. Specifications listed on these pages are for general application situations where U.L. listing is not a con- sideration. 1 Base Sheet Dibiten Poly /4 Coating Rooting Application: 1. Beginning at the low point of the roof, apply base sheet in accordance with manufacturer, U.L. 580, and F.M. I90 requirements, mechanically fastened. Nailing pattern is every 9" on center on sidelaps and every 18" o.c. in two staggered rows in the field. Overlap base sheet 2" at sidelaps and 4" at endlaps. 2. Again starting at the low point of the roof, apply one layer of Dibiten Poly /4 over the base sheet, using the torch method of application. Overlap sidelaps 4" and endlaps 6 ". 3. Apply optional finish coating. Materials required per 100 square feet of roof area: Base Sheet: 108 square feet Dibiten Poly /4: Approx. 112.63 sq. ft. (Approx. 1.06 rolls) Coating: Per Manufacturer Requirements PART 6: New Roofs Specifications 103 • • • • TREVIRA sPUNsOND Hoechst FOR MORE INFORMATION OR ASSISTANCE CONTACT: dibitenw 4301 East Firestone Blvd. South Gate, Calif. 90280 800 - DIBITEN (National) 800 - 527 -1123 (from Canada) Also available to roofing contractors: VHS format video showing product application highlights and safety guidelines. CaII the number above to order. ICBO Report •4392 iimer3 Approved JAPANESE INDUSTRIAL STANDARDS PART THREE: Flashing Detail Instructions Introduction I 3.1 DIBITEN SMOOTH SURFACED (POLY /4 OR POLY /5) FLASHING DETAILS 22 3.1a Edge Detail 22 3.1b Parapet Walls 23 3.1c Parapet (Inside) Corners 23 3.1d Curbs (& Outside Corners) 23 3.1e Pipes & Similar Protrusions 24 3.1f Roof Drains 24 3.1g Roof Relief Vents 24 3.1h Expansion Joints 25 3.1i Other Terminations & Transitions ' 3.2 DIBITEN POLY /4.5 GRANULAR FLASHING DETAILS 25 3.2a Edge Detail 25 3.2b Parapet Walls 26 3.2c Parapet (Inside) Corners 26 3.2d Curbs (& Outside Corners) 27 3.2e Pipes & Similar Protrusions 27 3.2f Roof Drains 27 3.2g Roof Relief Vents 28 3.2h Expansion Joints 28 3.2i Other Terminations & Transitions I 3.3 DIBITEN SMOOTH SURFACED TWO PLY SPECIFICATIONS FLASHING DETAILS 29 3.3a Edge Detail 29 3.3b Parapet Walls 29 3.3c Parapet (Inside) Corners 29 3.3d Curbs (& Outside Corners) 30 3.3e Pipes & Similar Protrusions 30 3.3f Roof Drains 30 3.3g Roof Relief Vents the existing roof indicate that additional expan- sion joints are necessary. Unless conditions indicate otherwise, the existing drains may be fitted with, and made watertight to, new retro -fit drains. Dibiten USA recommends the Modidrain for use with its membrane. if a "ponding" (inadequate drainage) problem exists on the roof this problem should be corrected through the installation of additional drains. Tapered insu- lation can also be installed. Insulation which is sandwiched between the old and new membrane should be vented as for new construction, or a venting type base sheet may be used. I Reroofing Terminations Once the preparation work is completed, applica- tion guidelines for reroofing are the same as for new roofing work. Terminations must be properly counterflashed using Dibiten smooth surfaced membrane and appropriate metal. 18 PART 2: Application Guidelines 1 Roof Split Repair At a shingle roof transition must extend fully up under three courses of shingles. Drawings, PART 4 of this Roof Membrane Split Repairs Repairs to splits in existing roof membrane must be made before the reroofing process begins, as with blisters or buckles described in Reroofing Preparation. In the case of a split, a minimum 9" wide strip of Dibiten smooth surfaced membrane is loose laid over the split. Over this a minimum 19 ' /2" (half roll width) strip of Dibiten Poly /4 is torched applied, fully adhered, over the split area. the Dibiten membrane a minimum of the first See Flashing Detail manual. 2.4 REROOFING Reroofing requires special considerations, pri- marily involving evaluation of the condition of the existing roof(s) and preparation. It is the sole responsibility of the building owner and contractor to determine if the existing roof, any insulation present, and the deck are sound and undamaged. If the deck is in need of repair this repair must be completed before the new roof application is started. Often the need for reroofing is addressed only after the existing roof has failed. A complete evaluation should be made including examination of core samples to determine why the existing roof failed and to evaluate the suitability of reroofing over the existing roof. It must be determined that there is no trapped moisture within the system which can damage the new roof sys- tem. If, through the core sample or a moisture device, it is determined that the existing insulation is wet or damaged, this insulation must be replaced before the new roof membrane is applied. In reroofing, as in new construction roofing, local code requirements must be considered. Even if the existing roof, insulation, and deck are in excellent condition many areas restrict the number of "roofs" which a building may have applied. Additionally, it is the roofing contractor's and building owner's sole responsibility to calculate the weight of the new Dibiten roof system and to determine whether or not the structure can easily accomodate the added weight. Further, the Dibiten USA warranty will not cover any damage or failure of its roofing membrane to perform properly when installed over an unsuit- able existing roof or substrate. Attempts to install a new roof over a moisture soaked or otherwise unsuitable existing roof can result in damage to the new roof system and lead to the premature failure of the system. Once the determination has been made that the existing roof is suitable to recover, the following preparation procedures must be followed prior to the application of the Dibiten membrane: I Reroofing Preparation If the existing roof is covered with rock or gravel the gravel must be removed. Any blisters or buck- les should be cut and repaired using a strip of smooth surfaced Dibiten membrane. Because a certain amount of gravel is permanently embed- ded and cannot be removed, a minimum 1/2" thick recovery board, insulation, or plywood must be installed (fastened in accordance with manufac- turer instructions and U.L. 580 and F.M I90 wind uplift requirements) over the existing roof. An appropriate base sheet is required over the recov- ery board or insulation. When reroofing over "smooth surfaced" mineral surfaced cap sheet roofs an appropriate base sheet, mechanically fastened, is recommended to assure adhesion due to the loose granules which remain on a cap sheet roof. The base sheet is also recom- mended as a divorcement layer between the exist- ing roof and the Dibiten membrane. Any blisters or buckles must be repaired before the new roof is applied. The blisters or buckles must be cut and nailed, and a strip of Dibiten membrane torch applied over the area. In reroofing, expansion joints should be posi- tioned as for new construction unless conditions of PART 2: Application Go,deiires 17 smooth surfaced membrane. However. some very significant differences exist. Of important note are the following: 1. Care must be taken not to scorch granules during application. 2. Care must also be used not to track melted bitumen. It is advisable to walk beside the granular sheet rather than standing on it as you torch, and to hold the torch in the direction of the unroofed section of deck. 3. Smooth sidelaps are provided on the Dibiten Poly /4.5 Granular membrane. The laps are a very critical area of the roof and since you cannot trowel the laps when using Dibiten Poly /4.5 Granu- lar membrane, you must be 100% certain of a complete bond through the torching procedure. Be certain to achieve a minimum 1/4" flow of melted bitumen from the overlapped seam and allow at least 1/4" extra lap width at the sidelaps so that the smooth sidelap provided is completely sealed and still aesthetically neat. Loose granules are pro- vided to dress the bitumen at the seam area while still warm. 16 PART 2: Application Guidelines 4. Endlaps, like any area where you are overlap- ping membrane over granulated surface, require the following preparation in order to accomplish a watertight seal: Use the torch and trowel to scorch the granules of the membrane you are overlapping onto. Bring the bitumen to the surface and smooth the area with the warm trowel. This prepares the membrane to re- ceive the overlap. Do not overlap onto granular membrane without following the above procedure. In a Dibiten Poly /4.5 Granular roof installation, this procedure will be needed at all endlaps, certain flashing details, and anywhere membrane is over- lapped onto the granular surface. Flashing details are quite different for Dibiten Poly /4.5 Granular installations. All flashing de- tails must be accomplished using smooth surfaced Dibiten membrane (Dibiten Poly /4), and these are generally performed before the application of the granular membrane. See Flashing Details for Dibiten Polr/4.5 Granu- lar, PART 3 of this manual, for more information. 6. All the polyethylene must be completely burned away. Additionally, be sure to produce a 1/2" out- ward Clow of melted bitumen from the overlapped seams. This flow, when properly trowelled, is the key to a good seal and watertight integrity. 7. Having completed the installation of the first half of the roll, reroll the other half back to the center and pull back to a little beyond the point where the torching procedure was begun. This will eliminate the possibility of voids. Repeat the torch- ing procedure. As you install the second roll and all subsequent rolls, be sure to achieve the required 4" sidelaps and 6" endlaps as the membrane is overlapped. 8. Once the second roll is fully installed, immedi- ately use the torch flame and heated trowel to completely seal the side and endlaps. To accom- plish lap trowelling, heat the seam area and trowel simultaneously. Use the preheated trowel to smooth the melted compound at the seam, working out- wards to eliminate the possibility of voids or trapped air. Use the flat part of the trowel across the full width of the lap to assure a complete seal. Seam trowelling is a requirement and will assure the longevity of the Dibiten roof installation. 9. Check the length and width of all laps to verify that a complete seal has been achieved. Where there is doubt, check the seam with a warm trowel and reseal if necessary. Don't attempt to seal a loose lap by heating the top surface of the mem- brane only; lift the lap with the warm trowel and retorch, then trowel as described above. See PART 3, Flashing Details for Dibiten Smooth Surfaced Membrane, for more application details. I Dibiten Granular Surfaced Note: The application requirements are the same for Dibiten Poly /4.5 Granular & Dibiten Black Granite. The torching application method for Dibiten Poly/ 4.5 Granular membrane and Dibiten Black Gran- ite is essentially the same as described above for PART 2: Application Guidelines 15 2.3 MEMBRANE APPLICATION Dibiten Smooth Surfaced Dibiten USA recommends the following applica- tion procedures for its membrane: Note: The application requirements are the same for both Dibiten Poly /4 and Dibiten Poly /5 smooth surfaced APP modified bitumen membrane. 1. Unroll the Dibiten membrane fully. Remove the product label tape. Note that the side covered with a very thin polyethylene film is the side of the membrane which will be torched. The lightly talced or sanded side faces up. 2. Position and align the roll. 14 PART c Application Guidelines 3. Working from one end, reroll the roll halfway to the center. 4. Standing on the unrolled portion to prevent shifting, begin the torching procedure on the coiled portion of the roll. 5. Pass the torch flame across the coil slowly from side to side until the membrane develops an even sheen. As you torch, walk slowly forward pushing the roll with your foot as you go and adhering the torched portion to the underlying surface. Example 1. For roofs in excess of 100 lineal feet in any direction 6" overlap H 12' cap 4" sidelap Example 2. Staggering acceptable for smaller roofs, less than 100 lineal feet in any direction I Underlayment Requirements A suitable base sheet, properly fastened in accor- dance with U.L. 580, F.M. I90 and manufacturer requirements is required over all combustible type decks and over all insulations or recovery boards. Base sheet must also cover any very slight voids or gaps in the roof deck (small crevices less than 1/2" in width or diameter such as where the deck and parapet wall meet). Concrete decks require priming with a suitable primer at the rate recommended by the manufac- turer. Concrete decks must be completely dry before priming and primer must be allowed to dry thoroughly before beginning application of the Dibiten membrane. I Stress Area Treatment Special treatment is required to assure that leaks do not occur in stress areas. A stress area is where movement may occur in the substrate. Stress areas can be found at control joints, where a lower roof joins the wall of a higher building section, where additions to buildings occur, at places where the roof slope changes or where a flat roof joins a steeper section, for example. In reroofing, the stress areas may be evident as splits, buckles or blisters. Stress areas need to be identified and treated prior to application of the Dibiten roof. Once identified, treat the stress areas using a strip of Dibiten (usu- ally 1/3 to 1/2 the width of a roll of membrane) applied over the stress area. The strip is left loose in the center but sealed at the perimeters in a 3" to 4" width. At walls or curbs the unheated center of the membrane strip is centered over the joint where deck and parapet meet (over the cantstrip, if required) and strips of membrane not longer than 4' to 5' are used. When the main roof and parapet wall counterflashing are applied over this stress treatment the area will be more able to withstand structural movement and still be secure. Where the deck changes direction, or where there is a change in the material used for the deck or the slope of the deck changes, a strip of Dibiten not less than 1/3 the roll width is used. Again the edges are torched and sealed and the middle portion of the strip is left loose. The main roof will be fully adhered over this, but the stress strip will assist in accommodating structural movement. PART 2: Application Guidelines 13 below, however written acceptance by Dibiten USA must be issued before using any method of attachment other than fully adhered. Dibiten APP modified bitumen membranes must be applied using the heat welding method with suitable roof torching equipment. The use of hot asphalt, glues, solvents, or asphalt based ce- ment products with Dibiten APP modified bi- tumen membranes is strictly prohibited. • Fully Adhered The entire underside of the membrane is fully adhered to the underlying surface using the torch welding method of application. • Semi - Attached With this method of application, endlaps and side - laps are completely heat welded and secured to the deck but the rest of the membrane is only softened by the torch flame so that it may easily adjust to the surface to be covered. This allows the roof to be in secure contact with the deck, but to loosen under stress conditions, and also permits a degree of ventilation, especially for concrete decks. Often spot welding of the center of the membrane sheet is also used for added security. This method of application is designed to meet special circum- stances and its use requires written acceptance by Dibiten USA prior to installation. • Loose Laid The loose laid method of application involves welding the membrane to itself at all side and endlaps and to the underlying surface only at the perimeter of the roof and at protrusions and drain areas in approximate 24" widths. This method of application is not generally suitable for Dibiten membrane and again written acceptance from Dibiten USA prior to installation would be re- quired. • Inverted Roof Membrane Application (IRMA) Dibiten membrane can be used as the waterproof- 12 PART 2: Application Guidelines ing material under an IRMA system. In this sys- tem, the Dibiten membrane would be installed using the methods described above in Fully Ad- hered or Semi- Attached Methods. Over the Di- biten membrane, after the flashings are installed, insulation followed by a 40 lb. or heavier base sheet is installed. Over the base sheet loose smooth stone 3/4" to 1 1/4" in diameter is installed at the rate of 1000 lbs. per 100 square feet depending upon structural conditions. Drains in IRMA sys- tems are fitted with strainers to prevent the escape of gravel. Consult with Dibiten USA in writing before using an IRMA system with Dibiten membrane. I Roof Layout The surface that Dibiten membrane is to be applied over must be in accordance with the manufacturer and industry standards. Any surface defect must be corrected before the membrane is installed. The surface to be roofed must be clean, smooth, dry and completely clean of dust, debris, or foreign matter. As in the proper installation of any built -up roof- ing system, application of Dibiten membrane must begin in the valleys or low point of the roof and work uphill to avoid backwater laps. On slopes at or above 2/12 pitch, material should be installed with the sidelaps running parallel to the direction of the roof slope to eliminate the possibility of slippage. In no installation shall there be laps "bucking water." On smaller roofs endlaps may be aligned or stag- gered. A 12" wide strip of Dibiten membrane must be applied over the endlaps if aligned. Endlaps must be aligned if roof dimensions exceed 100 linear feet in any one direction. 2.2 APPLICATION REQUIREMENTS I Recommended Equipment The following equipment is recommended for the installation of Dibiten modified bitumen: 2012 °F 2640 °F 2730 °F Rounded Nose Trowel (4" wide x 6" long) Roofer's Hooked Blade Knife Gloves Propane (LP gas tank with regulator and guage) Fire Extinguisher (minimum 20 Ib. ABC type) Torch kit including: Medium Length Torch (9 ") for detail work Long Torch (16 ") for field work Electronic Starter Steel Safety Stand 33' of Rubber Hose, U.L. listed Regulator, U.L. listed Follow the respective equipment manufacturer's instructions carefully regarding the proper and safe use, handling, and storage of torching equip- ment. Remember to: 2550 °F Read the safety section of this manual. Check all fittings for leak bubbles with a liquid soap solution before each use. Keep equipment clean. Torch flame can be difficult to see in sunlight. Use extreme caution. When torching, work with the torch a distance not less than 12" away from the middle of the Dibiten membrane. The hottest zone is normally in the center of the flame (see chart below). 2012 °F Methods of Application Among the industry methods for attaching roof- ing membrane are fully adhered, loose laid, semi - attached, and inverted. Fully adhered is the re- quired method for installing Dibiten membrane. A description of all the above methods is listed PART 2: Application Guidelines 11 i Material Storage & Handling Care must be taken in the storage and handling of modified bitumen roofing membrane. Rolls must be stored upright, on pallets, and indoors above ground. Rolls must not be stored on their sides. The membrane must be protected from exposure to sunshine and moisture and, as stated above, must be stored in a heated area (above 40 degrees F) before application in cold weather. Caution must be used in the handling and loading of the rolls to avoid damage to the membrane. Note the weight of Dibiten membrane and do not overload the roof. A pallet of Dibiten can weigh 1600 -1800 lbs or more. Each roll can weigh from 88 -99 lbs. (approx.) depending upon product type. I Job Inspection • Safety Inspection Dibiten modified bitumen roofing membranes are intended to be installed only by licensed, thor- oughly qualified roofing contractors and their trained crews. These same professionals must be completely knowledgeable not only in all aspects of roofing but specifically in the use and operation of roofing torch and propane equipment. It is the roofing contractor's sole responsibility to exercise extreme caution and proper safety in the use of torching equipment. Dibiten USA assumes no liability for failure of the roofing contractor or his personnel to properly or safely install a Dibiten roof system. Reference must be made to the Safety Guidelines, PART 5 of this manual. Along with the safe use of torching equipment, job inspection must be a part of the modified bitumen roof installation. In addition to the 10 PART 2: Application Guidelines constant visual inspection during the applica- tion process, a responsible, knowledgeable crew person must be left on the jobsite for a mini- mum of one hour after cessation of torching each day to watch for smoke, flame or smolder- ing insulation. Safety inspection should include both the roof and attic. • Application Inspection Laps and flashing details are the most critical areas of the roof installation. All laps in a Dibiten roof installation can and should be checked using a heated trowel as follows: Preheat the trowel. Use the hot trowel to check under the laps for any unbonded areas. Slide the preheated trowel under the unbonded lap, lift the unbonded lap and retorch. If the lap cannot be lifted enough to achieve a sufficient seal apply a strip of Dibiten (minimum six inches in width) over the lap area. On completion of the job always inspect the work and confirm the following: All seams properly trowelled without voids. All flashing seamed tightly. Stacks, vents and other protrusions properly and securely flashed (refer to PART 3, Flashing Detail Instructions, of this manual). Minimum of two plies at all flashings (including finger strip ply), three where required. I Introduction Dibiten USA modified bitumen roofing mem- branes are manufactured to yield years of service life. The key to the success and longevity of the Dibiten roofing systems, as in all roofing systems, lies in the proper application of the membrane. Dibiten roofing membranes are intended to be applied by licensed roofing contractors and their applicators, thoroughly skilled in general roofing knowledge and standards and proper and safe use of roofing torch and propane equipment. In all Dibiten USA roofing specifications quality, integrity, and safety in application are the fore- most requirements. These factors are not to be circumvented in the interest of cost savings or any other factor. Towards that end, the following application guide- lines are provided to the reader of this manual to serve as a general guideline and reference. The guidelines are not all- inclusive and Dibiten USA recommends that in all circumstances local and city codes, applicable U.L. and F.M. require- ments, and NRCA recommendations as published in the NRCA Roofing & Waterproofing Manual be strictly adhered to. For information not con- tained in this manual please contact Dibiten USA's technical department by calling 800 - DIBITEN (National), or 800 -527 -1123 (from Canada). I 2.1 APPLICATION CONSIDERATIONS I Weather Conditions Dibiten roof systems, like all roof systems, cannot be applied successfully if moisture conditions exist. Do not attempt application if ice, snow, or moisture are present on the surface to be roofed. This will prevent the possibility of trapping mois- ture in the roof system. Where very cold weather is a consideration, Di- biten membrane can be successfully installed at temperatures of approx. 37 degrees F or above. In cold weather conditions, however, the following should be observed: Rolls should be kept in a heated area prior to installation. Rolls should be lifted onto the roof and installed quickly. If the Dibiten membrane freezes, it must be com- pletely thawed before application. Cracking may occur in very cold weather if the rolls are not stored, handled or installed properly. If cracking does occur do not proceed with the installation. PART 2: Application Guidelines 9 PART TWO: Application Guidelines Introduction 2.1 APPUCATION CONSIDERATIONS 9 Weather Conditions 10 Material Storage and Handling 10 Job Inspection • Safety Inspection • Application Inspection 2.2 APPLICATION REQUIREMENTS 11 Recommended Equipment 11 Methods of Application • Fully Adhered • Semi- Attached • Loose Laid • Inverted Roof Membrane Application (IRMA) 12 Roof Layout 13 Underlayment Requirements 13 Stress Area Treatment 2.3 MEMBRANE APPLICATION 14 Dibiten Smooth Surfaced 15 Dibiten Granular Surfaced I 2.4 REROOFING 17 Reroofing Preparation 18 Reroofing Terminations 18 Roof Membrane Split Repairs be slightly heated with the torch to remove oil resi- due. Flashing and construction details are generally subjected to the worst possible conditions on the roof. Incorrect flashing and construction detail design may result in damage to the roof system and building interior and contents. Proper flashing and detail design are critical to the success of any roof system. NOTE: DIBITEN USA STRICTLY PROHIB- ITS THE USE OF ANY ASPHALT BASED CEMENT PRODUCTS WITH ITS MEM- BRANE. I 1.4 MODIFICATIONS & DISCLAIMERS I Modifications Any changes in or variance of the roofing system specifications or application requirements as published by Dibiten USA must be approved in writing by Dibiten USA prior to application of the Dibiten products. I Disclaimers The selection of the correct roofing system re- quires the evaluation of many factors: roof incline, roof deck type and condition, climatic conditions, building use and maintenance traffic among the considerations. Before selecting a particular roof- ing specification, all factors should be studied. 6 PART 1: General The information and specifications contained in this manual relating to the application of Dibiten roofing systems are based on years of experience in industrial roofing and waterproofing fields. The specifications and details are designed to meet actual situations and are provided to assist archi- tects, specification writers, engineers and owners solely for guidance purposes. These guidelines should not be considered all- inclusive nor shall they be considered as a substitute for good roofing application practices. Dibiten USA, as a manufacturer, is not involved m the design or construction of buildings or struc- tures, therefor technical specifications as shown within this booklet are intended to be used as general guidelines only. The design, specifications, and construction of buildings or structures are the responsibility of the owner or his designer. Dibiten USA does not in any way claim to be architects, engineers, or designers but only a manufacturer of roofing products. The company does not accept responsibility for the adequacy of building design, on either new or existing struc- tures, under any circumstances. Similarly, Dibiten USA will not be responsible for the performance of its products when they are impaired or damaged in any way by design or construction faults, inclusions, omissions, acts of God, or any other cause not related to manufactur- ing defect. Dibiten USA will not be responsible for damage to the roof membrane which occurs due to moisture retention in the deck. All roof decks must be smooth, dry, clean, and properly designed. Responsibility for roof design rests with the architect, engineer, and owner. All decks must be applied in accordance with the deck manufacturer's instructions. ceptions). The need for and suitability of insulation in a Dibiten roof system must be determined by the architect, building owner, and roofing contractor. The following guidelines should be observed: Most rigid board or panel type insulations which provide a firm surface are acceptable. All insula- tions are to be fastened in accordance with manu- facturer, U.L. 580, and F.M. I90 requirements. Dibiten USA recommends mechanical fastening of the insulation. A fiberglass base sheet, 25 lbs. per 100 square feet or heavier, is required over all insulations. Base sheet must also be fastened in accordance with manufacturer, U.L. 580, and F.M. I90 require- ments. Polystyrene roof insulation, including the tapered variety, is not acceptable to receive a Dibiten roof system unless it is sandwiched between two layers of minimum 1/2" thick perlite or glass fiber insula- tion or installed undera minimum 1/2" thick perlite or glass fiber insulation. If joint taping is required, in accordance with the insulation manufacturer's instructions, a tape with a water or silicone based adhesive must be used. Venting of insulation which is sandwiched be- tween a vapor retarder and the roofing membrane, except for the closed cell type, is a practical means of equalizing the air pressure in the insulation with that of the outside atmosphere. Such venting has a tendency to remove small amounts of moisture in the form of water vapor. Any moisture reduces the effectiveness of insulation. Follow the manufac- turer's recommendations for spacing and proce- dure. Dibiten USA assumes no liability regarding the use or performance of insulation in its roofing systems. The insulation manufacturer must be consulted with regards to installation requirements and suita- bility. Dibiten USA will not accept responsibility for splits or other damage to its roofing membrane caused by improperly fastened insulation or any type of insulation performance failure. I Metal Work and Flashings The metal work incorporated in an approved Di- biten roof system, as with all components of the roof system not manufactured by Dibiten USA, is not covered under Dibiten USA warranty or guar- antee. It is recommended that all metal work be in- stalled in accordance with the practices outlined in the "Architectural Sheet Metal Manual" published by SMACNA, or the "Roofing & Waterproofing Manual" published by the National Roofing Con- tractors Association. Metal base flashings shall not be used as part of the roof membrane flashing system. All counterflashings shall be designed to shield the Dibiten membrane flashing a minimum of 4 ". All protrusions shall be at least 2' (two feet) from curbs, walls and edges to provide adequate space for proper sealing. All sheet metal and Dibiten flashing assemblies must be securely attached. Flashings should be adhered to walls, curbs, and nailers that are fas- tened to the deck or deck structural system. This minimizes shear and tensile forces which might rupture the roof system. Suitable wood nailers, when required, should be provided and anchored at all roof edges and openings to permit the roofing to be adhered with maximum resistance to wind uplift and thermal contraction forces. New metal flashings such as metal edging must have the oil film removed before the application of the Dibiten membrane. Sandpaper must be used to roughen the surface of the metal and the metal can PART 1: General 5 Dibiten roof membrane to allow positive drainage of all water. Roof drains shall be in sufficient number and size to permit satisfactory and rapid drainage of the roof surface. The condensation of the air conditioning or other process liquids should not be allowed to discharge directly onto the roof membrane. I Expansion Joints Expansion joints are designed into structures to prevent roofing membrane from being damaged by stress caused by expansion and contraction of structural components. The responsibility for place- ment of the expansion joints rests with the designer or architect. In general expansion joints should be provided under the following conditions: Every 200 to 300 lineal feet of roof deck. Where steel framing, structural steel, or decking change direction. Where separate wings of "U ", "L ", "T" or other configurations exist. Where the deck type changes, such as where a steel I Cant Strips deck and a precast concrete deck abut one another. Throughout the roofing system wherever control, expansion, or contraction joints are provided in the structural steel, deck material, or deck system. Whenever "additions" are connected to existing buildings. At junctions of exposed canopies, overhangs or loading docks to accommodate movement caused by varying ambient temperatures. Wherever re -entry corners occur. 4 PART 1: General To be effective, expansion joints must be continu- ous along the break in the structure. They must not be terminated short of the edge of the roof deck. Insulation or roofing membrane should never bridge expansion joints. Construction "ties" must be removed for expansion joints to function prop- erly. Expansion joints should be elevated at least 4" above the roof surface and should not be located in the valleys. Area dividers or control joints should not be substituted for or considered expansion joints. I Vapor Retarders The architect or engineer is responsible for deter- mining the need for providing a vapor retarder. The decision should consider the following: Climatic Conditions Building Use Deck Type Dibiten USA assumes no liability for the use of or absence of a vapor retarder in conjunction with its roofing systems. Cant strips are not required in Dibiten roofing systems. However, if cant strips are specified they must be made of a noncombustible material and be completely covered with an appropriate base sheet. (See also Safety, Section 5, p.98.) I Insulation Generally, use of insulation is not required in Dibiten USA specifications (refer to the U.L. Speci- fications section of this manual, PART 6.4, for ex- The base ply may be venting base sheet or mini- mum 40 lb. organic base sheet, fastened in accor- dance with the manufacturer's, U.L. 580, and F.M I90 requirements. *NOTE: Dibiten USA will not be responsible for leaks resulting from splits in the roof membrane which are caused by cracking of the gypsum or lightweight insulating concrete deck, regardless of the causes of the deck cracking. Non - Nailable Deck Types • Metal Decks Metal decks must be a minimum of 22 guage and must conform to Factory Mutual Loss Prevention Bulletin 1 -28. The metal deck must be covered with a rigid Factory Mutual listed Class 1 insula- tion. Steel roof decks should be constructed in ac- cordance with Factory Mutual structural require- ments as listed in the current Factory Mutual ap- proval guide. • Poured Concrete Decks Concrete must be poured over steel reinforcement with removeable forms. Wood nailers should be set at the time of pouring according to the archi- tect's design. A concrete deck which is wet or frozen is unacceptable for application of a Dibiten roof system. The deck must be completely dry, and any sharp ridges or depressions must be leveled. Primer is required over all concrete decks, applied at the minimum rate of 1 gallon per 100 square feet (in accordance with manufacturer suggestions). Primer should be kept away from all joints and openings a minimum of 4 ". Primer must be com- pletely dry before application of the Dibiten roof system begins. • Precast or Prestressed Slabs Precast or prestressed slabs must be smooth, firm, thoroughly dry, and free from dust or the effects of freezing. All slabs shall be anchored against uplift and lateral movement to the supporting frame- work. Bearing shall be even and full and units laid tight. Joints shall be grouted and struck smooth. Deformed slabs shall be metal banded and provi- sion shall be made for nailing the roofing to treated wood nailing strips at all gables, ridges and eaves. Before receiving any Dibiten USA roof mem- brane, the deck must be primed keeping the primer back 4" from joints in the deck. Provisions must be made for venting of these decks from the under- side and topside. Topside venting must be accom- plished using roof relief vents, one vent per every 900 square feet of roof area. Dibiten USA will not be responsible for damage to the roof membrane which occurs due to moisture retention in the deck. All roof decks must be smooth, dry, clean, and properly designed. Re- sponsibility for roof design rests with the archi- tect, engineer and owner. All decks must be ap- plied in accordance with the deck manufacturer's specifications. i 1 1.3 DECK PREPARATION Roof Drainage All decks must have positive drainage incorporat- ing interior drains and gutters. The Asphalt Roof- ing Manufacturer's Association recommends a minimum slope of 1/4" per foot. Interior drains should be recessed below the level of the finished PART 1: General 3 The density. internal moisture, integrity. and other elements of the deck must be suitable. None of the foregoing factors are the responsibility of Dibiten USA. All roof decks, regardless of type, must be smooth, free of moisture, free of dirt, properly attached, properly constructed, and designed for anticipated loads with minimum deflection. No electrical conduit, bolts, or other similar equipment shall be placed on the surface of the roof deck; Such surface irregularities cannot be properly insulated and roofed. I 1.2 GENERAL DECK REQUIREMENTS Nailable Decks Whether or not insulation is specified, a base sheet, fastened in accordance with manufacturer and U.L. 580 and F.M. 190 requirements, is re- quired over all wood decks. • Wood Decks Wood plank decks should be a minimum of 1" in thickness and of the tongue and groove type. Decks must be designed for anticipated loads with minimum deflection. Cracks, or knotholes larger than 1/2" in diameter, must be covered with sheet metal if they are not covered with roof insulation. All butt joints or end joints of roof boards must be made on rafters. Wood plank decks must be smooth and free of moisture before installation of roofing system commences. • Plywood Decks Plywood used in deck construction must meet the current requirements of the American Plywood 2 PART 1. General .Association. The minimum thickness must be 1/2" on rafters not exceeding 24 "on center. Plywood decks, as all deck types, must be free of moisture or dirt before roof work commences. • Poured Gypsum Decks* Poured gypsum decks must be constructed in accordance with the deck manufacturer's specifi- cations and in accordance with practices recom- mended by the Gypsum Roof Deck Association. Form boards that allow the deck to dry from below must be used. The minimum thickness must be no less than 2" and wire mesh reinforcement is re- quired. *NOTE: A base ply must be secured to the deck using fasteners approved by the Gypsum Roof Deck Association. • Lightweight Insulating Concrete Decks* A lightweight deck (vermiculite and perlite) is ac- ceptable to receive Dibiten USA roofing products only under the following conditions: Proper venting which allows the deck to dry from below must be used. Topside venting is also re- quired at the rate of one roof relief vent per every 900 square feet of roof area. The minimum thickness of the deck must be no less than 2 ". The minimum compressive strength of the deck must be in accordance with the light- weight insulating concrete deck manufacturer's specifications (this minimum is usually 125 lbs. p.s.i.). The deck must be completely dry. The deck manufacturer and the applicator must be responsible for determining that the deck is suit- able for receiving the Dibiten roof system. A base ply is required as an overlay over all light- weight insulating concrete decks. I 1.1 GENERAL INFORMATION I Technical Assistance Dibiten USA encourages the user of this manual to contact our toll free number with any questions concerning product application or specification. The toll free number is: 800 - DIBITEN (National) or 800 -527 -1123 (from Canada). Outside these areas please call: (213) 564 -7220. In some cases technical assistance can be offered in the field, schedules permitting. Inquire about this service through the toll free numbers listed above. I Suitable Applications Dibiten Poly /4 smooth surfaced modified bitumen membrane is designed for use in most roofing and waterproofing situations. This includes roofing of new construction, reroofing, and such general waterproofing uses as decks, shower pans, plant- ers, reservoirs, bridges, highways, and parking decks. In roofing situations where a textured, protec- tive surfacing is desired, Dibiten Poly /4.5 Granu- lar surfaced membrane may be used. The Application Guidelines section (PART 2) of this manual must be referenced for information concerning application guidelines for both Di- biten Poly /4 and Dibiten Poly /4.5 Granular modi- fied bitumen membrane, and particular attention must be paid to the differences in the application requirements of the two products, particularly the flashing detail guidelines. In all cases, Dibiten Poly /4 smooth surfaced membrane or Dibiflash (pre -cut Dibiten Poly/ 4 flashing membrane) must be used for all flash- ing details. In regions of the country where U.V. exposure for roofs is very high, or whenever a longer than average roof life expectancy is desirable, Dibiten Poly /5 (5mm thick smooth surfaced membrane) may be recommended. Application of this product is identical to that of Dibiten Poly /4, however a longer term warranty is available for Dibiten Poly /5. Application of Dibiten Black Granite is identical to that of Dibiten Poly /4.5 Granular material. For ultimate roof life and performance Dibiten USA recommends consideration of its two ply systems. Specifications and details for the two ply systems, which carry Dibiten USA's long- est term warranty, can be found in the Speci- fications section of this manual (PART 6). 1 Acceptable Decks & Surfaces Roof deck and roof system selection are the re- sponsibility of the architect, engineer and owner. Although the selection of the proper specifications for a particular substrate, the need for and suita- bility of vapor retarders, insulations, and other aspects of the deck and roof assembly rest with the designer, this manual is provided for guidance purposes. All roof decks must be applied in accordance with the deck manufacturer's specifications. All decks must be designed so that under full load the deflection does not permit the ponding of water. PART 1: General 1 1 PART ONE: General I 1.1 GENERAL INFORMATION 1 Technical Assistance 1 Suitable Applications 1 Acceptable Decks & Surfaces I 1.2 GENERAL DECK REQUIREMENTS 2 Nailable Decks • Wood Decks • Plywood Decks • Poured Gypsum Decks • Lightweight Insulating Concrete Decks 3 Non - Nailable Deck Types • Metal Decks • Poured Concrete Decks • Precast or Prestressed Slabs I 1.3 DECK PREPARATION 3 Roof Drainage 4 Expansion Joints 4 Vapor Retarders 4 Cant Strips 4 Insulation 5 Metal Work and Flashings 1.4 MODIFICATIONS & DISCLAIMERS 6 Modifications 6 Disclaimers 4 „ yr r err . r - • Q ° : ° 4 414 4'1 ' . 4 ' APO • - Pal • • .2.. Jaw,' • • . • . , , *- •■•;;•,...•:J.:-L14;:',:.. • • • - 'T-PP r- • . ' ••••• N• • ' • • • , • • N. • 4 • - I • fl . • . - .. , : .• , ''-- , • • . ••••, ,-.-.. • - it,,. - .."-,.. . , -tt ., ‘ . • ,, t -•-•••- 1,...1 t ,,' ••,..---"z,4':: t... • : - ,:, - :: t '.-,' ,1. 'Ito ;ate: .'"k • ' ft , ?.. ':'. t :: ......,::.:." ...;:,„is .7c ..3-' 4 \i'?",,"" '',- r '': "4 •:,-- ''''' — -•' ,•* i 4-, -- „.„,.;- , - * '',:; ' - - ■.,t.,,, '''• • ": 4 ; - ' , ...•-■41 . .• ' ... . . ... •.....! A. .. . ' .. . , • • . ' , t " ' . 1 -: 4 - . e .'■•• P . - • v.' • 10 /10 /2a 1614$ 4500 370 1209 CODE COMPLIANCE Fax smitten Memo 7872 �+��waw •wrMr 1 ..i<.. I eantolny . • lg6M 7 DOM. • • w "' • , . Dn " °~ M�w. Ocimfocs. October 26, 1993 Diblten USA 4301 E. Firestone Blvd. South Qete, CA 90280 &llf>ifimt; Elizabeth Hedges Marketing Director Dear Ms. Hedges; Reference is made to earlier correspondence regarding extension to your existing product Approval(s). Due to the delay in the completion of the documentation for all the new and existing approvals, all Metro-Dade Approval for roo5ng products shall be extended until December 15th 1993, at which time all roofing approvals shall be completed. This extension is for all products that have expired approvals, or pending renewal. All revision requests will be dealt with In the revised reports; however, the revisions will not fonn part of the approval until the new report is isiued, If any documentation has been requested, please expedite its receipt at this office. Slawerely youm, Charles Danger, P.B., Director Building Code Compliance Off ce CD;ra e launlusedtlWae9 • MI • METROPOLITAN DADS COUNTY, FLORIDA METRD•CAD£ FLAGLER BUILDING WILDING CODS COMPUANCI DIPARTurst r SUITS uos MGTAO.OADe PLACILER eUILDWNO 140 WEST fLAOLCR STREET MIAMI, FLORIDA 3313045e7 a06 3762401 FAX 304) SWISS W1 o01 June 30, 1993 Dear Sir: Dibiten USA 4301 East Firestone Blvd. South Gate, CA 90280 METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1803 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1583 (305) 375.2901 FAX (308) 3T5 -2908 Re: Dibiten.Poly /4 Dibiten Poly /4.5 Granular Dibiten Poly /5 The recent amendments to Chapter 23 of the South Florida Building Code will require a review of all existing files as well as all pending files. Due to the extent of the revision, the Code Compliance office is taking this opportunity to revise the acceptance document to include more information and to provide that information in a format that is believed to be more user friendly to all parties using the document on a regular basis. Due to the extensive changes needed, all existing acc that have expired or will expire over the summer months will be extended until October l Sth 1993, provided the renewal application and fee have been submitted. This letter also may be used as confirmation of the extension. If this letter is submitted for confirmation of acceptance, please note at the bottom the - submission date of the renewal application. Please submit the information noted below within the next 21 days to begin the review process. The files will be reviewed in the order of the receipt of the requested documentation. 1. Name and contact number of Technical D 2. Two copies of all sales literature. 3. Two copies of all technical literature relating to the systems requesting approval. 4. List of all products manufactured by you utilized in the systems including trade names and a summary description. S. List of all products utilized in the systems manufactured by others including all trade names and a short description of the product and its use. 6. A list of all systems to be approved in South Florida including a list of all products to be used in the system; substrate over which they can be applied; methods of bon ding or attaching; minimum and maximum thickness; and maximum slopes. 7. All standard details relating to the systems. 8. A section of each build -up showing the layers calling out each product and option. 9, Copies of all approvals supporting the use of each system, The approval documents should include Factory Mutual Research approvals; Underwriters Labs listings; SBCCI and ICBO approvals, if available and any other test documentation that may assist in the evaluation of the roof systems. Any data supporting the uplift resistance of systems in excess of 90 psf will be helpful in evaluation of systems unde the new ASCE requirements. 10. All physical property data required on the attached sheet. Please forward this documentation as soon as possible to begin the review process. Very truly yours, Charles Danger, P. E. Director CD:mvf ■ I"LJ J I IL JL U1614. ILIV to et' .iJJOJJ IJ. P 1w.: + 'IOr'ULI fAN DADE COUNTY, FLORIDA ti METROOADE Chdnpan &nram S. Nbrshan Vice- Chdraeon H,0. Lasseter Members Ronald Ages James Arias Geolye Berlin Thomas M. Black Laurence A. Bomarl Ted Brldls Oscar Brennan John Ca /pini June de la Torrlenre H. Carlton Decker Arnold Goldman Richard M. Honun Dante/ Lewis John Lind:iron: Steven Lone Joseph Mokher, Sr James Power Milian, Riley Armando M. Rl;u Thorns Dierhuck Alfred iilrIsbrud Rudy N9ula,,,: Board Cwqujtanl John Plstorino Stall Charles Danger Sa'* Kflnrrb Gil Diamond Dibiten USA 4301 East Firestone Boulevard South Gate, Ca. 90280. ACCEPTANCE No.: __89 -02 i 88) APPROVED EXPIRES 1 _.Dc. 9. 199] * * pL AS>g H T APPROVED: Decattber 9. 1991 ** —1- METRO -DADE CENTER BOARD OF RULES AND APPEALS 1010 111 N.W. 1st SUITE STREET MIAMI, FLORIDA 331214g74 (305) 375.2N1 (305) 375-2 EaciauczszaincaLnaz �a1 Your application for Product Appova of Polv14.S and Polyf Modus D�bitan P94 $I3 l IIlAn i n91 -- PlY ofi aria under Sections 203 a nd 204 of the South F lorida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Bamtech R 11459(N) has been accepted by Product Control to be used in tX the Unincorporated areas of Dade County under the Specific Conditions set forth on pages 2 -2b and the Standard Conditions on Page 3 it D anion., P.E. Product Control Division Superviosr This application for Product Approval has been accepted by the Metropolitan Dade County Board of Rules and Appeals to be used in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. C arses Danger A P.E. Deputy Secretar Metropolitan Dade County Board of Rules and Appeals Dibiten USA 1. This approves Dibiten Poly /4, Poly /4.5 granular and Poly /5 modified biutmen roofing membrane. 2. This material shall have the following characteristics: Before Weathering: Tensile Strength and Elongation 669 psi @ 71.6% Machine D -638 517 psi .@ 65.8% Transverse D -638 Dimensional Stability 24 hours @ 100 ° C 0.74% Machine D -1204 0.39 Transverse D -1204 Weathering 3500 hours Retest after Weathering: Tensile Strength and Elongation 666 psi @ 68.2% Machine D -412 461 psi @ 60.8% Transverse D -412 Dimensional Stability 24 hours @ 100 ° C 0.59% Machine D -1204 0.35 Transverse D -1204 Water Vapor Transmission 0.0117 grams /hr /ft E -96 Fire Classification - See FM or UL listing E -108 E -330 Uplift Resistance - FM I -60 and 1 -90 -2- ACCEPTANCE No.: 99- 0226.2 (89) R APPROVED : mac. 9. 1991 EXPIRES s Dec. 11. 1992 ' AP7Ge Gil Diamon7P.E. Product Control Division Supervisor ATM dibite�n USA ACCEPTANCE No.: 89- 0226.2 (88) R APPROVED : Alec . 9. 19t EXPIRES s Dec. 11. 1992 N n T Tf+ sr n CCEPTANC SPE,'CIPIC CONOITIoNS 3. This material is approved for new construction and for re- roofing applications. All installations shall be in accordance with Chapter 34 of the South Florida Building Code, the following Factory Mutual and Underwriters Laboratory listings, or the manufacturer's recommendations, whichever is most restrictive. Factory Mutual J.I. 1P2A6.AM Underwriters Laboratory R 11659(N) (dated 4- 27 -90) Ballasted systems are not approved. Surfacing shall be in accordance with Section 3403.4 (m). Section 3402 of the South Florida Building Code prescribes testing criteria for roofing material. This section requires a minimum test load of 55.5 psf for roofing. The various classifications are listed including the velocity pressures and the allowable elevations for that pressure., Classification Test Praesura 2.i22-2La, es ura Elevation Eltall0 I -30 30 psf 20 paf NA 1 -60 60 psf 40 psf 40 1 -90 90 psf 60 psf 165 I -120 120 psf 80 psf 450 UL -580 Class 30 27.6 psf 18.4 psf NA Class 60 55.6 psf 37.1 psf 30.7 Class 90 56.7 paf 37.8 psf 32.8 4. The underlayment shall be attached to resist the forces specified in Chapter 23 of the South Florida Building Code. Approved insulation may be used in conjunction with this membrane. 1 Diamond, P.E. roduct Control Division Supervisor METROPOLITAN DADE COUNTY, FLORIDA METRODADE Cbairmtam Bertram S. N6rshaw H.O Lasseter Members Ronald Ager James Arias George Berlin Thomas M. Black L.a wence A. &snarl Ted Heidi; Oscar Brennan Jahn Calpini Join, de la Torriente H. Carlton Decker Arnold Goldman Richard M. Horton Daniel Lewis John Lindstrom Steven Lone Joseph Moldier. Sr. James Poster William Riley Armando M. RIzo Thomas Untrrback A(fred NW:brad Rudy WilNants Board Combat John Pisturino Sniff Charles Danger Sandy Nflnreb 011 Dianwnd 1. • METRO -DADE CENTER BOARD OP RUM AND APPEALS SUITE 1010 111 N.W. 10 STREET MIAMI, FLORIDA 3310840Rd (308) 372951 '(305) 375 -2612 NOTICE OF ACCNPTAN - S s STANZI CON TTIONS Extension of Acceptance may be considered after a ne application has been filed and the supporting data test reports no older than ten (10) years, have bee) re- evaluated. All reports of re- testing shall bear the seal signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, o: manufacture of the product or process shal. automatically be cause for termination, unless prio: approval is granted for revisions or change. 3. Any unsatisfactory performance process or a change in Code grounds for re- evaluation. of this product o: provisions shall bt 4. This acceptance shall not be used as an endorsement o: any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiratioi date may be displayed in advertising literature. I: any portion of the Notice of Acceptance is displayed . then it shall be done in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant b; the manufacturer or his distributors; unless otherwie noted in the Notice of Acceptance. The prints nee( not'be re- sealed by an engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. - 1 Diamond, •. roduct Control Division Supervisor