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150 NE 96 St (8)SigpIatu Dat es. Notary as to Owner and /or Cod President My Commiss�an-E��p1 � E. DA IER My Comm Exp. 2 -23 -96 ** * Bonded By Service Ins. • No. CC182283 FEES: PERMIT w ' RADON Date 2 7- 93 Job Address ) 50 N. E, 96 17 Tax Folio /).3.0/90.)3A 6, .70 Legal Description L'75 71 e)oc.k _20 f7 ,A9pi, ' ,at5 .; e:o),o. I 1Oc )O Pi/!ic 70 P Owner / Lessee / Tenant d;M F. 13 io,vrA o a Master Permit # ' a -7 Owner's Address )6'0 A) E. 9 <v — ° Contracting Co. �f7 , -4, 1/ �C - -� a20 r Qualifier i2 J92eI L EC- APPROVED: W IT APPLICATION FOR MIAMI SHORES VILLAGE Zoning Buildin Mechanical Phone Address 6%5'2 9 ,/v • IA.� . , � • 7, �,A�� SS# / Phone(30 .0 ,5' 99 - gyv 3 State #03ce15f %3 Municipal # .28 93©- -4 Competency 4 #CCCD55s6$3 Ins.Co Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION aef'ovE ;s4-;,dri 4:k PC1-4 And 'h -AM cm • ) �' A d D c) 1 )� R6inevy r / y wcc ,$J f� e� t y A eeZ re 0vi7 z Ji ar. -9 occ'c -f t'9oc©, - hn t, -t© ecAdfoca,a,o Square Ft. 700 Estimated Cost(value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCI CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'$ FFIDAVIT: I certify that all the foregoing infor iot s accurate and that all work will be don ifi \compliance with all applicable laws regulatin constr author ,tke tthe above -named contractor to do the work st d. of owner and /or Condo President JT Fire Sign Date No tar My ature o * efrW' Lvr . ;)d - s PAVING FENCE SIGN iu p /Acc Gv, 4-4 -fil�f /2004- A awl RE iACE 614 )) 750 zon g. Furthermore, I ontractor or Owner- Builder genViRVOMPRR Pkgbii1VEZp. 2 - —96 Bonded By Service Ins. C, Ito. CC181 * er- Builder C.C.F. ( I f , NOTARY TOTAL DUE f * ** Other Electrical Plumbing Engineering_ Vat 1 :77/ 1 7 MO 1, 4.x4 CIt J SEE -1992 11155 FROM Firestone MEVIOPOLITAN BADE COUNTY, G'l_©PI jn. MtTAOCA0i MB Oir (Y)1tnnl,aa It. w11N1. t WM47trtn►run a�Wlkl Ws' s' - Or* 4 tt' #1:17 ^14,4* `1,,./AN 1,'S' Ii♦ t, Bohan, 4 J p..7.7. ';0t«r etworu►s f 3 r cuttunt yr,. attire T ?r, n' I ! L. 1 , VL. .41 1'r jamaTi DIP ACCCPTANC/ Firestone Euil Anj r °r ..)Dp ny 525 Conyressio of mv0 , ng6 Carmel, In. 46032. - TO 98138543169 P.01 Gil ,D 114 Product ! Con #vfs iota s Your; 'application foK. � ,�t Approvn1 !of stand APL -1C0� ua ! n Sect 204 and 204 H of ;,the': i - Muth *ad =o` • ding ,Ccadc� ! ,, .a , � , ernJ nv iho u s ,of '►icernat ' . to i `" .! ; rst;x ,ct and c�smpls ly describi "d` " . 0.0e.48 ° �e Calc '''it s it! 1L't luci ..T .,,,, tR. r; hes ;peen bcc.pt d. ; A i°.� in Zgai cosg' -.ra :04 "-fit 9 11 - 0gc ! Core � : f 5 � V X�q (6itC . eut forth on pages ndi. (5) , )' °ts' -- ' ' ,' +! ,' •. ; 1 : :11 ,i ce`: f _ I ,,`�a c�.i?'�3:'_`r.s.. 7 c- k:d'a 9 3 ,5 0 . 1, • I 1 ! tl Cif APPROVID: Viet" ':frC:n . y. - x. �..� METRO.OADE CENTER BOARD OF RIMS AND ANNEALS sum tolo N.W.:u IrNsar MIAMI. FLOAIOA 33'26:174 13051 371,-2411 icotion 5 oauct . ,pprovel hie been ace Tlit7G Ul tak El don :Cann.; .5- F�omrd O �ritsu . l and .' Appesla t . a ua ncorPOr ..ttd! c a0 ���sincorporatod areas 'of Dade Copn* ConditiAnn sic forth above. . Einnil Danger, P • Deputy Secretary lotropo1iten Dade County octa d of Ruts. and Appeals , •4 • • 1 '1 / . • • b4 . 813-$54-3169 This approves Firestone h1: (160 mil.), 4.3 mm (170 respectively) plasticiged bP„ reinforced ulth a polyonet specifications.' TeneileiStre gth lAsT14 n-.2707 i! • 0 „ f;114, =Pr L !,,ifftt4ctir6. Af Elongation - :Before •■ • • tit; irt . : ' F t . ' 4' , . cl Poilirk / tialigl ■ ' A f cdniiiir'''r,17;.-t: . raVift40,1 „;. -,:. , • „. ,.,. , • ....I:tea -0 i• , :-..c - AST141 E-?.,.0.0 ! - - 1 ,,,.,,.. ...,,.i , , , .. . " 0 i41 .,-, 7, max 1511513 ) • • C 1 ' ?• .., _• . • ' ". (An N�TT op fi.Egfavizsslaiiglis T11'12-2107) cceierated acykny • oceleratod Mater ye Haat 'R t esta • ..CAST24 D.r47:4) 1 ,,,,, ki.4,4 ,• , ,,,,,, I , t , : 1 ,1 4, _.■ - :.'. mamission VIT.=3Tr stoarotti •• 17,1 70, atikt 41.80' • snail b(Ftf 4:19 - 1,!ftli!t • • snembrimo seri a) App lica*to f rire l,1..k;AFP77 - 1600 th40 piaed eurg,I.teci by The Saimet Od is tugod to • -2- ,• • '; PA6E : . pst.shr643169 P.02 , ..%?PROVTD 7, NPIRE3 s 1993 7 I ' VEEP INC • 1).:9P-170 and APP-160 (nominal 4mm mm oinglo ply roofing membrane, mahwUctured to the following - IL' ACCEPTANCE HoiS D- ' 1 : " ':" . '*. APP-109 1 -} 7 ?Fi '1© and LFP may bet cOati '■ I. I ; • . et* ' OU'ittr,37 ,0 1 1 ne. ril*b""4411Aik.!kt. 04(••,. .1.10t16 8 typ64) • 1 • ond APP-180„ shall'bil i,n,gt,t„,,,x4.1d with a 1 the 4" side and end laps.Nt, /14 Yro ectIConttoi Division : • SupTrvizor 1 'd • • 1 569 p.a.l. t 550 P.5 't, • p. ,4: 54 a 01.1 #2 813 - 854 -3169 1 :I TI '�C " 'c. • tj' d a NtKt.)I":'. K : t . rcj r'c:C E'k ACE No.'s b) Wood wan A suitable underlay root; d , :'cy d directly on the' deck or ov rigid insulation is � �$�,�� g fne erred to the l er sheathing with !12 t�.rr��7 r. t ° a�as�ae vs ;o c. . e a �, o .�aed. i� ;o.c. r each.' . . waY� . E�tL Ai388mb1a.oa #�.���9 � , 30'�,7p,x) . ., iimum .. . -2a- 4 , , 6' - {r r 4PPROVEID :►18138543369 P.03 Maximem height above . �x°�r� �� s � be I oZ T s 4,{YIZ acrid Type ' C(115, a: U.GtiO a permitted I !or 'buildings ALZecktt (26 'cid 20 9, The cOrtuQations ere ��a� � P.o.�� °E� ii ; 8 ;i$t.aa.ii) 1;6 pe to ba ( r, red 1htb eight concrete (such Sevexeth ans are�i9a r ° t, zE31 11Q Atm>< .� ,r,... 6a Li. 1. ! if� 7 � r n T ,4, MY 't he surf cn o U re :� �. >, tai t Nor. ''' - "�:; 1 - � (U1 .ev, o & u d J ' j 7 � e � e ;e i BPS) ` 2. "~ +i 314,cord alai thilr i ; i th '2 �It' , in a pri ad L ' >eW ;3f2'a ands 4028A) '4'- Wcpa d rd �Jh *ix 2' L ' y the ,o°r;Vg/, 1 :("F ;MAW _elevation knish grade Ham Maximus e1>r svppuTt0 shall beg 20 VETO 26 g lgit tg srrid• e - 1 PAGE 03 • 2l �j C PIlt DLvLsj,.on • I I A e "Zir " 211112112 - 1111114 1.414-2=12-1-- • z * 3' satura wide:a deck fasten rs with 3 3/8" wao '(CRL As4embIy' +.0 Maxiium elevation aboim 0,%)lch gicidt P c, d) 4:54 - 813-'854-3169 '10;03 FROM FIRESTONE BLPti rROT:c TO 91813854=9 PAM NOTICE 02_,ACORytwi, inlraTIILMNDITIONS Cn natrilLatakal 1 I .. 4: ,it'!•; !;4' ,' "L: ,;•:',', lc .1a thick GAP per':1wiTtlituic, board feC04.,' ilictlelt jainti betnewi booirdsi-00*e0-4*i4":7 that haft :satuitul :, otripe; Iaoh'bOattiC Six Oneyltak' 0.1,!1'' ohemi'4, : 0 .'3I0H,',.littad1ZW t 4, A. , 9Z2}i'''V 4 ' 0 to, i • - . itel • . trA I Fork' 1I!be Vert rqted ;19, J LIcen.o6d rootin iCcooptabl oO manti 11 .! : I !•I ! " -' ' prmi ohl, , ye ccoMparaticti' i. • la !....4 plart,:•,'41ctica..tricss d by azuh4 6t Or prOsc r- ictXons and.,stan •" ' •, toofing - 4t# of the to be perf. approve along With iii'manufactU ,, • , . • ,::4?-y,!7!IT. , • • This reviii supersedov 1990 is for .the '-'0i'lleibranes to the Notico -2b- • HTESP Ho.: 21 . A/21 2 --aUnft11411,91- MTIRES 44 1 Act P o (2 (2 4 0 1- 1 • 21 1 g APPITO x4 Al og! ' !:: • i•!'!,•!:'..,•43 • PAGE: 04 ,/, ") ... ' i „ ,■ ' . j . , .. <e , ti...‹.'die, /.7/ ,•• - ,;' , ,..1:1 OriiitT)ri o'' P.E. : ".-i r 4 '1 ,, ':' z ' ,•,' ' smo i OA '■ 1. 1 ,0.... 4 ., P7.70Cgi..let Corts blvlson -.,-, • - ip . !'.:FilIcle.rritlIOX '!: , •.:1 •"• I L ','; ; ,. • . June 30, 1993 1 s. P 01 METROPOLITAN DADE COUNTY. FLORIDA • METRO -DADE FLAGLER BUILDING BUILDING CODE COMPUANCE DIPARTMENT METRO-DADE FLAaLE: BUILDING 140 WEST FLAMER erREET MIAMI. FLORIDA ;3130.1563 975.2001 . FAX (308), 3754906 P °c�nv•?: ° Pax transmittal memo 7671 IOW Pages ► et .`w„ 4.J ,TrtKrq-cS Gregory Brandt Firestone Building Products r j - 9, Ir/ ; c0 hl` 1 / !v r e e , 'Iv/C. 525 Congressional Blvd "' �`� p �' 4 ' 7 'x. ' 7. V " Carmel, Indiana 4603.2 Pa ? I " _ Pax • The recent amen #tints to Chapter 23 0i tkc South Florida Building Code will require a review � of r F , ... i M all existing files as as all pending tiles. 1)1ar. to the extent of the revisio time Code ' I5t } e 1 1 r mpliance o ffi ce . th opporti sty to revise the acceptance � j ocument.to includemorel's rma it' it; de that intonmatiOn in a ccri sat that is believed' to be Mu' reusax tiendI` to y.0r 'antes `us g . the document on a regular basis. ; i ;. 1 -:� ', R 1 �' f • if * rte 'T i. ' - ; I 1 f . i- I : i i'I i .xd "L 'v �u � ' 1 � .i l I l" h Due to the extenswc c hanges needed, all existi1.F acce that h ave . n r a r r n *. k /4_4 over the sumnli�er months will be exten until October 15th.1 93' I p ded`the I ren application and fee Lave been submitted. This 1': is o may be used confr tlon of the' extension. if this letteris submitted for co firrr i ion of acceptance, please note at the bottom submission date of tine renewal application. lease submit the information noted below witii. the next 21 days to begin the, review process. , 1 .. e files will be reviewed in the order of the rr:•'r• t of the requested documentation. L Name and contact number of Technic;31 1:1;i ector. • Two copies of all sales literature. Two copies of all technical literature roil: ;03 to the systems requesting approval. • List of all products manufactured by �y'cr' rcr ilized in the systems including trade names and a summary description. List of all products utilized in the s st- manufactured by others including all trade names and a short description of the pi c'rr:t and its use. 6. A. list of all systems to be approved in Sc wit Florida including a'list of all products to be used in the system; substrate over which' 1�y can be applied; methods of bonding or attaching; minimum and maximum thick: ie1s; and maximum slopes. 8. iarics Dan Director t,' CD:mvf All standard details relating to the systei A. section of each build-up showing the :-r, ers calling •ou: each product and option. Copies of all approvals supporting the me of each system. The;approval d cum should mclu' eFactory Mutual Research rpprovals; Underwnters Labslis . B . and ICBO a pm■als, if available and � � other test, that m ass:di; he �, evaluation M tie roof systems. My data Flap orti.np the 'uplift resistance; ot ystems r excess of 90 00141 be helpful evaluaI -ian of systems unde the new ASCE requirements. petty data required on h attached, sheet., oCumentation as as as possible to begin the t;eytewprocess. '00100/113 .L7t Y?a0 .97' 0 39aa rr,, iU. _tr•:,cu���� b CAr) CU]iPI.tA::CE ., • F • •;��1t1NCkCA T1Z� '�: elPfk9. : lint METAOPOLITAN DADE CCUNTY, FLCRIUA METPO•OAi7E FLAGLER BUILDING N BUILDING CODS CCMALUANCIR 015PARTME14T SUIT! 1803 M!TRO•QADE PLAOLER 9UILDIha (N iI -On System) Clay Spanish 1" Tile (:tail - OA Jr Mortar Sct Systems) '4 :dean Clay Spaoiih "5" Tile - (Neil -Orr Jr. Mortar Set Systems) Clay Spasi.sh "S'' Tile (Neil -Oa %Systems) Ccmcat , Mission i °S" Classic 100 Villa Flat Shake & Slate Vanguard IT Roll Spanish " S" Vanguard 17 Fiat . (Nail-On Systems) C m ut Colonial Slate Plat Espana "S" Style (Nsi( - Oa ;;yst=m.$) Clay Altura "S" (other shapes being evaluated) 140 WEST FLAG LEFT MEET MLAMI, PLORIDA 3310.0•I13 ( 37(.2901 FAx (308) 2711•210* W • • • A I - :111 UUUOQUl.:4 f • cODE R) (Nail -On Systems) Cemn:at Ha: ieada Shake/Slate Rustic Shake Spanish "S" (Nail -On System,) Cement Spanish "S" (?gait -Ua Systems) Cito,;eat Palenia Corrugated Nordic Flat (Nail -On Systems) Cement Barcelona . Castilla (Nail-Oa 5ystums) Cemeat Estate Barrel S kaaiiia Flat • f, vJ • Pioneer Concrete Tile 1. This approves the following styles of roof tile as meeting the requirements Florida Building Code: i i gaz a - A' ' �� 0 7/l, j "Pro -Tile" Rustic Shake & Slate (..__ •s 1 .._rr �. ..1,3rr l�•r ACCEPTANCE No.: 9 2- 1114.1 r9�� APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIQI A� • Pioneer's Portland cement of Section 3404 of the South Q>ita= A l - 9 - 7// 3 b) "Spanish S" 011ammr44, plllllllgU 1Pr L March 16, 1992 March 16 1995 ; 9cq - /f/. /( 9 )/2 d) 'Flat' Gil Diamond, P.E. Product Control Division Supervisor Pioneer Concrete Tile ACCEPTANCE No.: 92- 1114.1 (912 e) "Hacienda" Trim Tiles Hacienda APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS UNIVERSAL RAKE March 16. 1992 March 16. 1995 17 r1 I il gs, ' 'D - 071/ , 2 /?2.d / f) "Shake or Slate Hacienda, Shake, Slate Trim HIP & RIDGE � s Gil Diamond, P.E. Product Control Division Supervisor felt touches felt. Back nail using tin - tags and roofing nails or cap nails maximum 12" on center approximately 1" from top edge of felt. b. Apply each succeeding .course in same manner, allowing minimum 2" headlap. c. Overlap hip and ridge minimum 6 ". d. Insure weave pattern in valley or trim maximum 4" past nail penetrations. When using preformed valley metal seal edge of No. 90 felt with plastic roof cement and membrane. e. Hot mop or cold process all metal flashings and roof protrusions in order to insure weather tightness. Do not hot mop over plastic roof cement. f. Trim any felt 'overhanging at eave and gable. ' g. Cut any fishmouths and seal with plastic roof cement and membrane. h. Apply plastic roof cement or hot asphalt along edge of 'felt wherever it meets wall bases. B. Two -ply underlayment for. pitches above 6/12. Cold process or plastic roof cement may be substituted for hot asphalt. . • 3.03 Hacienda and Flat Tile Installation: NOTE: The following recommendations apply for direct deck and batten installations. .. For specific batten installation, refer to 3.03 C. A. Layout - Horizontal. 1. Chalk horizontal lines beginning one tile length from eave less desired overhang. Overhang should be 3/4" to 2" depending on tile type, use of gutters or other functional requirements. 2. For batten installation only, chalk horizontal line 11/2" from ridge. 3. Chalk succeeding lines to accommodate underlayment system. 3" headlap minimum required. 4. Increase headlap when necessary for equal course spacing. B. Layout - Vertical. ** *SELECT ONE * ** 1. Staggered /cross bond - recommended for flat tile. a. Gable end. i. Chalk vertical lines one full tile and one half tile width plus 1" to 2" from starting gable (to accommodate rake tile). ii. Chalk additional lines, if necessary, to maintain alignment. Hip, .. roof i. Chalk vertical line 90 degrees from eave line. ii. Chalk second line parallel to first to accommodate staggered /cross bonded tile. iii. Chalk additional 'lines, if necessary, to maintain alignment. 2. Straight bond ' not recommended for flat tile. a. Gable end.. i. Chalk vertical line one full tile width plus 1" to 2" from starting gable. ii. Chalk additional lines, if necessary, to maintain alignment. b. Hip roof. i. Chalk vertical line 90 degrees from eave line. ii. Chalk additional lines, if necessary, to maintain alignment. C. Batten Installation. NOTE: Battens are optional up to 7/12 pitch. For pitches below 7/12, use 4 -foot battens or shim with moisture - resistant 1/4" nominal lath or strips of decay - resistant material, such as asphalt cap sheet or asphalt shingle. When using battens with the sealed underlayment system, apply plastic cement at all nail penetrations. 1. Install top edge of batten to horizontal line. 2. Fasten and secure maximum 24" on 6d corrosion- resistant nail. penetration through batten. 3. Leave 1/2" space between batten batten and metal edges. D. Tile Installation. 1. Stack tile to facilitate minimize tile movement. 2. Eave treatment. ** *SELECT ONE * * * a. Prefabricated eave closure. , b. Metal eave 'closure* c. Raised fascia/wood starter strip. i. Install fascia • board approximately 11/2" above roof deck or 2 x 2 wood starter strip at roof edge. ii. Install 8 tapered cant strip at eave behind fascia and /or starter strip to support metal flashing when using drip edge. Tapered cant strip is optional -when using anti- ponding metal. -18- center, minimum 3/4" •minimum ends and between installation and • - i - ii. Install anti- ponding metal flashing of sufficient width to insure positive drainage over fascia /starter strip. Nail top edge of flange onto roof. iv. Apply underlayment as per Section 3.02(.1) A -2-C, 3.02(.2) A -7 -a, 3.03.3. 3. Hacienda and Flat Tile. a. Starting at lower lefthand corner' (facing down roof) install_ first course of tile. Make certain that ll tile overhangs drip edge evenly along entire course. b. Fasten with two 10D corrosion- resistant minimum hot dipped galvanized nails or approved equal of sufficient length to properly penetrate deck minimum 3/4" or through thickness of deck, whichever is less. Two nails field, trim and rake (one for hip and ridge or local code requirement). 9 c. Cut /break tile for proper staggering of tile courses when using the staggered /cross bond method of installation. • f. d. Set tile in stepped course fashion or in a horizontal and /or - vertical fashion when utilizing straight bond method. e. Lay succeeding courses of filed tile in same manner. f. Cut /break field tile to form straight edge at center of hip /ridge. 4. Valleys. ** *SELECT ONE * ** NOTE: It is not recommended to install trim tile in valleys. It "may' be necessary to remove the lugs from • the ',field 'tile at wall and valley flashings for proper positioning of cut field tiles. a. ' : Closed valley . i. Miter tile to meet at center of valley. ii. Miter "tile. ;to form straight border on either side of water diverter. b. Open valley` i. Miter tile to form straight border on either side of two water diverters. • ii. For roll valley metal installation only, chalk a line minimum 2" on both sides valley center. Place bed of color- coordinated mortar along'outside edge of chalk lines. Miter tile to form straight border and point to match tile surface. 5. Hip and ridge. ****SELECT ONE * ** a. Prefabricated hip starter.. i. Miter tile as hip 'starter to match eave lines. ii. Use standard hip tiles as starter. b. Set hip and ridge tiles in a continuous bed of mortar, lapping tile minimum 2 ". Insure bed of mortar does not protrude in center of hip or ridge junction. Approximately 1" of field tile should extend beyond bed of mortar. Point mortar and finish to match tile surface. Apply weep holes flush in pan -19- c section on ridge; one hole per Flat tile and two holes per Hacienda tile. 6. Nailer boards. a. Install pressure- treated nailer boards where required for steep roof pitch installation for use with hip /ridge. b. Fasten with corrosion- resistant nails of sufficient length to penetrate 3/4" or through deck, whichever is less. 7. Rake /Gable tile. a. Install first rake tile' to the exposed length of the first course of field tile. Install factory finish end of, tile toward eave. b. Nail ' rake tile with minimum of two hot dipped 10D galvanized nails of sufficient length to penetrate framing minimum 3/4 ". c. Abut each succeeding rake tile to nose of field tile above and maintain constant headlap. 8. Rake /Gable flush finish. * * *SELECT'ONE * ** a. Metal finish. i. Install prefabricated gable metal with 1 water return. ii. Fasten by clipping 24" on center. NOTE: The following option may be used with sealed underlayment systems. b. Mortar finish. i. Place color coordinated mortar bed along roof edge. ii. Point smooth to a straight edge finish. NOTE: Rake tile application at finishing end may need special consideration to provide proper drainage (i.e., flashing or sealants may be needed). 9. Wall Abutments. Cut tile to fit approximately 3/4" to base of walls. Point -up mortar not recommended. -21- NOTE: It may be necessary to remove the lugs from the field tile at wall flashing for proper positioning of cut field tiles. 10. Plumbing stacks. Cut tile to fit close to plumbing stack, fill void with color coordinated mortar and point to match tile surface when using underlayment system 3.02(.1) or 3.02(.2). 11. Coatings - optional. a. 'Acrylic sealer. b. Paint. • Apply color - coordinated metal flashings. paint to all 12. Tile Replacement: a. Damaged tile i. Break out and replace damaged roof tile. Do not disturb underlayment. •Repair underlayment if necessary. ii. When battens are used, drive nail flush to batten with hammer and flat bar " iii. Apply minimum -1 ' square inch of . approved adhesive on tile in course below replacement tile. iv. Immediately set replacement tile in position assuring proper contact. b. Small valley and hip cuts. i. Elevate nose end 'of tile in course above small cut tile, apply a minimum 3/8" bead of approved adhesive at head of cut tile. ii. Immediately set tile in course above in position assuring proper contact. NOTE: For pitches 8/12 and above, mechanical fastening may be required. 13. Clean up. Remove broken tile, debris and excess tile from roof. 14. Miscellaneous Recommendations. Instructions should be given to all parties involved cautioning against traffic of any kind allowed on finished roof. Damage to roof tiles and /or sub -roof may result. Refer to manufacturer recommendations for proper procedures for trafficking roof tile. VIPIN N. TOLAT, P.E. 5051 5.w. 95TH COURT MIAMI, FLORIDA 33185 -8433 BUS: 305 - REB: 305. 271 -7805 FAX: 305 - December 1, 1992. Mr. Gil Did.ulond,P.E. Product Control Supervisor, Metro Dade Center, Suite 1010, 111 N.W. 1st SLL•eet, Miami F1; 33128 -197 RE: Grace Ice and Water Shield UnderlaYmenL Product Control Application # 92- 1116.1 Dear Gil, W.R. Grace & Co. has submitted teat reports by Construction Research Laboratory (CRL) for dynamic and stati -c uplift tests, fire tests by U.L. and other Physical teats for the subject membrane to be used as an underlayment for cold applied or nail on roof covering system such as but not limited to Composition and Metal Shingles and nail on roof tiles where an anchor' sheet is required for roof slopes of 2:12 or greater. The subject membrane is SBS modified 40 mil thick composed of rubberized asphalt and reinforced with slip resistant Polyethylene film and has easily removable release paper. The membrane is self adhesive and bonds easily to wood, metal and other substrates. This membrane can be used as an alternate to anchor sheet as defined in section 3403.4 of SFBC. Unlike regular 30 lb. anchor sheet, this membrane can be left exposed to weather from 30 to 45 days and will not leak and kcep extremely interiors of for thelreroofing This work in progress therefore, progreses after ely hurricane Andrew. Since,- b has successfully passed all Lhe required tests and, i ,grat. N dlpsired b local roofers, we would appreciate p)1 - W s" `, Z - lrff�i'* your signature below to grant a temporary _� -,: ��. '�a�ie `finalmrQ il, V4 ry ..�.1 tiJJ J r�,t ;i Florida Registration #12847. (/C 9 ( `J fEQWtIbR(•)f.� • CJPNaRI �i .1M1llI2Mltf!WtL ;4 7 . ,�0l�f4cl . Zfr 4 aMt ah 7 Membrane. G il Diamond P- - Product Control Supervisor. 0 Proper • _, _ , _ Value Test Method Cotes.: - _.. ;;.<.; Grey -black — • Thtckness (mils) --;: , -. :- • , 40 (1.13 mm) — Tensite Strength (psiy .- =: = . , - _� 250 (1720 Kn /M ASTM D 412 . Elorigatiorr- ultimate failure of rubtierized'asphalt (%) _ ;... . 250 ASTM D 412 (Die C) modified Low temperature flexibility Unaffected @ 25 °F ( -32°C) ASTM 01970 Adhesion to plywood (lb./inch width) 3.0 (528 N /M) ASTM D 903 Permeance (Perms) 0.05 (max.) (2.9 ng /M sPa) ASTM E 96 Grace Ice & Water Shield Specification 1.01 General Requirements The following General Requirements snail be considered a part of each W. R. Grace & Co. -Conn. Ice & Water Shield specification. Any modifications to this specification must be approved in writing by the appropriate regional office of Grace. 1.02 Work by Others Refer to sections 06122, 07310, 07320. 07610 1.03 Quality Assurance A. Reference Standards American Society of Testing and Materials D 412 Test Methods for Rubber Properties in Tension D 1970 Specification for Self- Adhering, Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection E 96 Test Methods for Water Vapor Transmission of Materials D 903 Test Method for Peel or Stripping Strength of Adhesive Bonds 1.04 Submittals A. Samples of Grace Ice & Water Shield B. Manufacturer's Product Data 1.05 Delivery, Storage and Handling A. Deliver all materials in manufacturer's unopened packages. B. Store all materials with cover on top and sides. Do not double stack palletized material. C. Bitutheneo Primer P -3000 is flammable. Read product label and MSDS for proper handling. 1.06 Job Conditions A. Environmental Requirements 1. Apply Grace Ice & Water Shield in fair weather at temperatures of 40 °F and above. 2. Provide adequate ventilation if Bituthene Primer P -3000 is used. B. Covering 1. Apply surfacing material promptly at temperatures of 40 °F and above. 2.01 Materials A. The membrane is a composite of cross - laminated. high - density polyethylene film and self - adhesive rubberized asphalt. An embossed. slip resistant surface is provided on the polyethylene. The rubberized asphalt shall extend out past the polyethylene film on the sheet edges for at least Ye". Membrane shall conform to the following physical properties: (See Chart Below) B. Bituthene Primer P -3000 is a rubber -based primer in solvent. Bituthene Water -Based Primer is a rubber -based primer in water. Part 3 Execution 3.01 Preparation of Substrates A. Grace Ice & Water Shield must be placed directly on the structural deck, never directly on insulation. Remove dust, dirt, loose nails or other protrusions. On reroofing, remove all shingles, felts and nails to expose a clean, dry deck. Do not apply directly to fluted deck. B. Masonry or concrete surfaces must be primed with Bituthene Primer P -3000 at the rate of 250 to 350 sq. ft. per gallon or Bituthene Water -Based Primer at the rate of 500 -600 sq. ft. per gallon. C. For retrofit where the membrane is in place, apply a new layer of it directly over the old membrane. Patch damaged deck areas. D. Metal drip edges or wood starter shingles shall be placed over the membrane. 3.02 Installation A. Cut the membrane into 10' to 15' lengths and reroll. Peel back 1 to 2 feet of release paper, align the membrane on the lower edge of the roof and place the first 1 to 2 feet. Pull the release paper under the mem- brane and continue to peel it from the membrane. Press or roll the membrane in place to assure full adherence to the deck. For ice dam protection, the membrane must be applied over an area wide enough to reach a point above the highest expected level of ice dams. For wind driven rain protection. membrane should be applied to the entire roof deck. End laps must be at least 6 "; side laps at least 3V2 ". Membrane may be folded onto the fascia oroviding it will be covered by a gutter. metal edge or other material. B. For full roof coverage. membrane may be applied from full rolls if convenient. Always work from the low point to the high point on the roof. Following placement along the eaves, membrane may then be placed vertically up the roof. C. In areas where severe ice dams are anticipated, a double layer should be considered along the eaves or in valleys. D. If nailing is necessary on steep slopes during hot weather, backnail and cover nails by overlapping with the next sheet. E. Smooth shank, electroplated galvanized nails are recommended for fastening shingles. Hand nailing will provide a better seal than power - activated nailing. F. For valley and ridge applications, peel back the release paper, center the sheet over the valley or ridge, drape and press it into place working from the center of the valley or ridge outward in each direction. For valleys, apply membrane starting at the low point and work upwards. End laps must be at least 6 "; side laps at least 3 ". Membrane in valleys should be applied before membrane is applied to the eaves. Approvals • HUD Materials Release 1056c • International Conference of Building Officials — Report No. 3997 • Underwriters Laboratories, Inc. R7910 Class A fire rating under fiberglass shingles and Class C under organic felt shingles. C Important features of the memorane differentiate it from other methods of protecting against leakage from ice dams, such as heating cables. ice belts or felt and roofing cement. Self- adhesive provides a total bond to the deck. Adhesive provides a seal around fasteners. Application is under the surfacing to maintain aesthetics. Guidelines for Use Grace Ice & Water Shield may be used as a sloped roof underlayment product in cold climates to protect against leakage from water build -up behind ice dams, or from wind- driven rain in milder climates. Cold Climate Guidelines It should be used in conjunction with designs which minimize ice dam forma- tion. In cold climates it is particularly important to provide insulation and ventilation to reduce the size of ice dams and to avoid interior condensation. A combination of soffit and ridge or gable vents is effective. Cathedral ceilings must include ventilation between rafters to allow for air flow to a ridge vent. Well - ventilated cold roof designs are particularly important in alpine regions to reduce the size of ice dams which could contribute to structural damage. The membrane should be applied to a point on the roof deck above the highest expected ice dam. Several variables will influence the height of ice dams and the membrane coverage required. 1. Climate — Particularly the annual snowfall. 2. Slope — Obviously on a low slope. ice dams will extend farther inward from the roof edge. 3. Overhang — A wide overhang will require more membrane to reach the appropriate point on the roof. Use Grace Ice & Water Shield on all of these critical roof areas Hips Skyngnts Valleys Eave edges Low slope areas 4. Insulation and Ventilation — A very well - insulated building with a cold, but well - ventilated attic will have smaller ice dams than a poorly insulated building with an attic or a building with open ceilings (no attic), even though the ceilings are well - insulated. Cold roofs should be designed in deep snow alpine areas. 5. Valleys — Any valleys formed by projections such as dormers or roof direction changes are likely to trap more snow and cause larger ice dams. 6. Exposure — In the U.S., a northern exposure or shaded areas will generally contribute to larger ice dams. While gutters may make it easier for an ice dam to start, large dams can occur on roofs with no gutters. Removing snow from a roof edge may not prevent ice dam formation, but may shift the location of the ice dam. Under certain conditions a dam can form at the edge of the remaining snow. Consult the appropriate Grace bulletin for use of membranes in alpine conditions. Local building codes should be consulted for specific requirements. Ridges �! .. rte' Ir..a t' ♦ w is f y _�.; , `® ij, / ';�� iW I % 1li ro 4., All slope changes or tie -ins Dormers Rake edges Il: Precautions and Limitations 1. The membrane should not be folded over the roof edge unless the edge is protected by a gutter, flashing or fascia board. 2. Apply membrane only in fair weather when the air, roof deck, and membrane are at temperatures of 40°F or higher. Surfacing material must also be placed at temperatures of 40°F or higher. 3. Membrane must not be left perma- nently exposed to sunlight. It must always be adhered directly to the structural deck and be covered by shingles or other roofing materials. Suitable deck materials are plywood, wood composition, wood plank, metal. concrete or gypsum sheathing. Decks shall have no voids or unsupported areas. 4. Grace Ice & Water Shield is a vapor barrier. Proper ventilation must be pro- vided in cold climates to reduce excessive ice dams, and in moist climates to prevent interior condensation. Proper ventilation is critical in full coverage applications. 5. It is slippery when wet or covered by frost. 6. Due to its slight asphaltic odor, do not apply membrane where it would be exposed to interior living space. 7. Certain applications are prohibited in hot desert areas of the southwestern U.S. Check with your Grace Representative. The following items should be confirmed during an inspection of an installation of Grace Ice & Water Shield®: • Edge laps should be 3.5" wide. There is a solid lap line printed on both edges of the membrane. The laps should come right to that lap line. Larger than required laps are acceptable. • End laps formed when a sheet is cut should he 6" wide. There are no lap lines printed on the membrane for end laps. • All laps should shed water. Installation of the Grace Ice & Water Shield should begin at the low portion of the roof and proceed toward the ridge. • The membrane should be as wrinkle free as possible. Small wrinkles are acceptable but wrinkles that form in the lap areas should be cut, pressed down and patched with a piece of membrane extending at least 6" beyond the cut. • No fasteners are required for the installation of Grace Ice & Water Shield. • Grace Ice & Water Shield has been approved by Metro -Dade County to be used in lieu of an anchor sheet in all places such anchor sheet is required by section 3403.4 of the South Florida Building Code. • Grace Ice & Water Shield is appropriate on sloped roofs with a slope of 2:12 or greater. • Grace Ice & Water Shield is appropriately applied under cold applied roof covering systems such as shingles, shakes, tile, or metal. Contact the local Grace representative if other systems are considered. • Grace Ice & Water Shield may be left exposed to the sun for up to 45 days. No Grace Ice & Water Shield should be applied such that it will be permanently exposed to the sun. • An application of Grace Ice & Water Shield, applied as per our recommendations, will sufficiently dry -in a structure to allow interior work to begin. • Grace Ice & Water Shield should be applied over smooth, clean and dry structural roof decks. • Grace Ice & Water Shield membrane may wrinkle somewhat during the time it is left exposed to the sun. The membrane should be inspected prior to the installation of the roof covering for wrinkles that form in the lap areas. • At eaves and unconfined rake edges, apply a 6" wide strip of Grace Ice & Water Shield flush with edge of the roof deck. Install the edge metal over the 6" strip with the fasteners penetrating the membrane. Apply the first full course of Grace Ice & Water Shield membrane parallel to the cave or rake edge such that it covers the fasteners in the metal drip edge. It should not turn down onto the fascia board. • In valleys, center the Grace Ice & Water Shield in the valley and fasten the valley metal over it. When the roof is covered with membrane, extend the membrane over the edges of the valley metal such that the fasteners are covered. • In confined rake edges, apply Grace Ice & Water Shield parallel to the edge with 18" of the sheet on the roof deck and 18" onto the building sheathing. Apply metal step flashing over the membrane. • At unvented ridges, center the membrane over the ridge such that 18" of its width is on each side of the roof. • On vented ridges, apply the Grace Ice & Water Shield up to the vent opening. Install the vent with the fasteners penetrating the membrane. Apply an 18" wide strip of membrane over the vent flange onto the field of the roof such that the fasteners are covered. • For protrusions apply Grace Ice & Water Shield over the opening in the roof deck and cut out the opening. Fasten the protrusion flashing fixture over the membrane with the fasteners penetrating the membrane. Apply 18" wide strips of Grace Ice & Water Shield over the side and top flanges of the flashing fixture such that they cover the fasteners but will not be permanently exposed to sunlight once the roof coverings are applied. SECTION II APPLICATION SPECIFICATIONS FOR THE FIRESTONE APP ROOFING SYSTEM 2.01 GENERAL Furnish and completely install the Firestone APP Roofing System in accordance with Firestone's published specifications and details. 2.02 SUBMITTALS (Required If Firestone Workmanship Warranty Is to be Issued.) A. SUBMIT PRE - INSTALLATION NOTICE AND ASSOCIATED DRAWINGS: Submit for review, by Firestone's Technical Services Department, the Pre - Installation Notice and associated drawings showing any details which do not conform to this specification 14 days prior to job start to avoid complications. B. SUBMIT PULL -OUT TESTS RESULTS, WHEN REQUIRED: 1. Submit a complete listing of the pull -out tests and the corresponding pull -out values, signed by both the person conducting the pull -out tests and the Firestone Applicator verifying the accuracy. 2. Submit a roof drawing showing the locations where the pull -out tests were conducted. C. SUBMIT REQUEST FOR INSPECTION: After completion of the roof system, submit to Firestone the Request for Inspection (RFI) form and an Approved Roof Drawing (ARD) showing all pertinent information including location of seams, penetrations, dimensions and building height. An inspection will be subsequently scheduled and conducted by a Firestone Field Technician to determine compliance with Firestone's specifications and details. Any areas found not to be in conformance will be documented by the Field Technician and must be corrected by the applicator to meet Firestone's specifications and details. D. SUBMIT REPAIRS FOR WARRANTY: Upon completion of any repairs or replacement, sign and submit to Firestone Building Products the Repairs for Warranty (RFW) form.. 2.03 JOB SITE CONSIDERATIONS (CAUTIONS AND WARNINGS) A. Keep all primers, fuels, sealants and cleaning materials (e.g. gas, solvents, etc.) away from ALL ignition sources (i.e. torches, flames, fire, sparks, etc.). B. Consult container labels and Material Safety Data Sheets for specific safety instructions. C. All bonding surfaces must be free of dirt, moisture, and any other contaminants. D. When the outside temperature is below 50F, installation of the Firestone APP System requires some special precautions: 1. APP has good low temperature flexibility well below 32F, however, proper storage of the material in a heated storage area (heated to a temperature of 60F to 80F) prior to installation will increase the workability of the membrane and production of the system. 2. Materials must remain in a heated environment until just prior to installation. Material should be used within one hour. If material is not used within that time period it should be returned to the heated storage area until the temperature of the material returns to the temperature of the heated storage area. 3. Should the APP roll become stiff or difficult to install, it should be replaced with a new roll from the heated storage area. E. Deliver materials to job site in their original containers as labeled by the manufacturer. F. Follow manufacturer's directions for protection of materials prior to and during installation. Do not use materials which have been damaged to the point that they will not perform as specified. G. Care should be used when installing fasteners to avoid penetration of conduits and other piping in and under the deck. H. All Firestone APP Membrane rolls shall be stored on end to prevent damage and flattening of the roll. All materials should be stored in their original unopened packaging. In addition, the Firestone APP Membrane shall be stored so that it will be a minimum of 40F at application. I. Materials shall be stored in a neat, safe manner so as to not exceed the allowable live load of the storage area and be placed out of the weather in a clean dry area. If materials must be stored temporarily on the roof before application, they should be kept elevated from roof surface on pallets, stored on end, and covered from the weather. Do not double stack pallets of Firestone APP Membrane. 2.04 SAFETY A. Personnel must wear proper clothing while applying the Firestone APP Membrane. Long sleeve shirts, long pants, leather or durable shoes or boots with flat soles / heels, and gloves are appropriate. B. It is the contractor's responsibility to observe all fire prevention and safety prevention policies and practices during the installation of the Firestone APP Roofing System. The contractor must also train, instruct and warn employees in the proper use of torching equipment. All federal, state and local regulations must be followed. NOTE: The MRCA/RIEI have developed an Educational Training Program dealing with torch applications: C.E.R.T.A. (Certified Roofing Torch Applicators Program). Firestone recommends that all torch applicators attend. C. Follow all OSHA and NRCA provisions for fire protection, including but not limited to, those in OSHA 1962. 150, 151, 153, 1191 -110 which apply to torch application. D. Workers should use extra caution around exposed edges of insulation to prevent flame from coming in contact with any combustible material. Contact for any length of time with lead or other materials affected by heat should be avoided. E. The contractor should be familiar with NFPA 58 "Standard for the Storage and Handling of Liquified Petroleum Gas" and any other appropriate publications of the National LP Gas Association. F. Do not use torching equipment in an enclosed area. G. Equipment considerations: 1. Use an adjustable pilot with a complete shut -off valve. 2. Use a U.L. listed adjustable regulator with the torch. 3. Use only hose approved for LP gas. 4. Use a torch stand to direct flame upward when not is use. 5. Use soap solution to test for gas leaks at all connections before lighting torch. 6. Keep vent in pressure regulator unobstructed at all times. 7. Make sure gas flow through the regulator is in the proper direction. 8. Be sure that torching equipment is in good working order. 9. Secure propane tanks in an upright position on the roof, especially 100# tanks, and place at least 10' from open flame. 10. Increase the size of bottle or cylinder to keep frost from occurring. 11. Use a flint or electronic lighter to ignite the torch. Matches or disposable lighters are unsafe substitutes. 12. Stop work immediately should a leak occur and make all necessary repairs before continuing work. 13. Check hoses frequently for wear and burned or charred areas and replace as necessary. 14. Know the difference between liquid and vapor gas and dispensing equipment. 15. Treat the torch as if it is always burning. 16. Shut off the torch by closing the propane cylinder valve first and let the remaining gas burn out of the hose before closing the torch valve. 17. Do not leave a torch unattended. 18. Do not operate any pressure gauge beyond the top of its scale, near excessive heat, or where there is excessive vibration. 19. Do not turn a vapor cylinder on its side to increase pressure. 20. Do not heat a cylinder to increase pressure. 21. Do not use matches or a cigarette lighter to check for gas leaks. 22. Do not use any torching equipment that is leaking gas at any fitting. 23. Do not use more than 25' of hose at one time. 24. Do not lift cylinder by the valve. The valve is made of soft brass and is easily cracked or broken. 25. Do not place the fire extinguisher too close to LP gas equipment. If fire occurs, you cannot get to the fire extinguisher to put out the fire. 26. Do not lay an operating torch over the edge of the roof or on a gas cylinder. 27. Do not tighten the brass fittings too tightly with a wrench. 28. Do not use a soda acid fire extinguisher as it will spread the flames. H. At a minimum, there should be one (1) 20 lbs. fully charged ABC type fire extinguisher per torch. I. No flammable liquids shall be stored on the roof excluding LP gas in approved containers. All LP gas not in use shall be stored on the ground. APP -8- 2.05 ROOF SUBSTRATE PREPARATION A. CORRECT SUBSTRATE DEFECTS: 1. Bring defects to the attention of the general contractor in writing, to be corrected before work commences. 2. If a general contractor is not involved, the Firestone Applicator shall be responsible for correcting improper conditions affecting the roofing installation. 3. For reroofing applications only: remove existing roof system components as specified by the project designer. If unspecified detrimental components are discovered during installation, they should be brought to the attention of the project designer for corrective action under provisions for unanticipated additional work. B . SPECIAL DECK PREPARATION: The following special deck preparation is required when installing an insulation layer or base sheet directly to the specified substrate: 1. CONCRETE DECKS: When hot asphalt is used for the attachment of the insulation or base sheet, the deck must first be primed with asphalt primer (ASTM D41) at an application rate of one (1) gallon/100 square feet. If hot asphalt attachment is used, the following NRCA deck dryness test is recommended to verify dryness of the deck. a. Using approximately one pint of the bitumen that is specified, heated to ensure a 400F application temperature, pour the bitumen on to the roof deck. b. If the bitumen foams or bubbles, the deck is not dry enough. c. When the bitumen has cooled, try to strip the bitumen off the deck. If it comes off clean, the deck is not dry enough. 2. SMOOTH SURFACE BUILT -UP ROOFS: When hot asphalt is used for the attachment of the insulation or base sheet, the surface must first be primed with asphalt primer (ASTM D41) at a rate of one (1) gallon /100 square feet. C. PROJECT LAYOUT: The Firestone APP System is designed to be installed beginning at the lowest point on the roof and working in the direction of the slope toward the highest point in order to avoid water entry prior to completion. Refer to Firestone Details. • Upper sheets should be lapped over subsequent sheets. This will result in a "shingle type" side laps. • For roof slopes up to 1" : 12 ", the side laps shall run perpendicular to the slope. • For roofs slopes greater than 1" : 12 ", the membrane shall run parallel to the slope. (For slopes greater than 3 ":12 ", consult Firestone Technical Services Department for backnailing requirements). D. REMOVE MOISTURE: Ponded water, snow, frost and /or ice, present in more than trace amounts, must be removed from the work surface prior to installing the Firestone APP System so as not to contribute to potential condensation or blistering. E . PREPARE FINAL SURFACE: Acceptable substrates to which the Firestone APP System is installed must be properly prepared prior to membrane installation. The surface must be clean, dry, smooth, free of sharp edges, fins, loose or foreign materials, oil, grease and other materials which may damage the membrane. All roughened surfaces which could cause damage to the membrane shall be properly cushioned with insulation. F. FILL VOIDS: All surface voids, of the immediate substrate, greater than 1/4" wide must be properly filled with an acceptable fill material. G . INSTALL VAPOR RETARDER (WHEN SPECIFIED): Install a vapor retarder as specified by the project designer. 2.06 WOOD NAILER LOCATION AND INSTALLATION Pressure treated wood nailers shall be installed as specified by the project designer or as noted in Firestone Details. Install treated wood nailers as follows: A . POSITION WOOD NAILER: Total wood nailer height shall match the total thickness of insulation being used, and shall be installed with a 1/8" gap between each length and each change of direction. B . SECURE WOOD NAILER: Wood nailers shall be firmly fastened to the deck. Mechanically fasten wood nailers to resist a force of 200 lbs per lineal foot. Refer to attachment requirements as specified by the project designer. C. TAPER WOOD NAILER: The wood nailer shall be tapered (if applicable) so that it will always be flush at the point of contact with the insulation (refer to Firestone Details). APP -9- D. CHEMICAL TREATING OF WOOD NAILER: Chemical treating for fire resistance or other purposes (other than pressure treating for rot resistance i.e. "Wolmanized" or "Osmose K -33 ") may affect the performance of the Firestone membrane and accessories. Consult Firestone Technical Services Department regarding compatibility. E. WORK BY OTHERS: Make these specifications and details available when nailers are to be installed by others. Work which compromises the integrity of the system may jeopardize the warranty for the entire project. 2.07 INSULATION INSTALLATION A. INSTALL INSULATION: Install only as much insulation as can be covered with roofing membrane and completed before the end of the day's work or before the onset of inclement weather. B. FIT INSULATION: Neatly fit insulation to all penetrations, projections, and nailers. Insulation shall be loosely butted, with gaps not greater than 1/4 ". All gaps greater than 1/4 " shall be filled with acceptable insulation. Under no circumstances shall the base sheet and membrane be left unsupported over a space greater than 1/4 ". Tapered or feathered insulation shall be installed around roof drains so as to provide proper slope for drainage. C. ATTACH INSULATION: 1. See Section 3.02 for acceptable fastening patterns for the specified Firestone insulation. 2. Mechanically fasten insulation with fasteners specified by the project designer. See Section 3.03 for appropriate Firestone fasteners and penetration requirements. OR 3. Asphalt attach insulation in accordance with project designer's specifications. D. STAGGER INSULATION JOINTS: When installing multiple layers of insulation, all joints between layers must be staggered. E. TAPE JOINTS (WHEN REQUIRED): When mopping a base sheet directly to a board that has been installed over a layer of extruded or expanded polystyrene insulation, all joints must be taped. 2.08 CANT STRIP INSTALLATION Install cant strips as specified by the project designer and as shown in Firestone Details. 2.09 BASE SHEET INSTALLATION A. INSTALL BASE SHEETS Install base sheet using the method specified by the project designer: 1. INSTALL BASE SHEET USING FIRESTONE INSULATION PLATES AND FASTENERS: The base sheet shall be mechanically attached 18" o.c. in the side laps and 36" o.c. in two staggered rows in the field of the sheet. Each row shall be 12" (approx.) in from the sides of the base sheet. OR 2. INSTALL BASE SHEET WITH FULL MOPPING OF HOT STEEP ASPHALT TYPE III OR IV: Install base sheet in a solid mopping of asphalt. Attachment of the base sheet in these instances shall be according to recommendations as set forth by the National Roofing Contractors Association (NRCA). NOTE: The base sheet shall not be installed in a full bed of hot asphalt when Installing the base sheet directly over polyisocyanurate, urethane, or phenolic insulation. Contact Firestone Technical Services Department for installation requirements for hot asphalt attachment of base sheet to polyisocyanurate insulation. OR 3. INSTALL BASE SHEET USING CAP NAILS: The base sheet shall be mechanically attached with cap nails as specified by the project designer. Refer to Firestone Details for nailing pattern and frequency. Cap nails cannot be used to attach insulation, or to attach a base sheet through an existing roof. B. LAP BASE SHEETS Base sheets shall be lapped a minimum 3" for side laps and 6° for end laps. In all cases, an offset between the side and end laps of the base sheet and the Firestone APP Membrane of 6" minimum shall be maintained. APP -10- 2.10 ASPHALT INSTALLATION A. INSTALL A FULL BED OF ASPHALT During the installation of the base sheet or insulation with hot asphalt, the mop must be kept full with proper amounts of bitumen. Do not scrub with the mop in order to apply the bitumen. B. EQUIVISCOUS TEMPERATURE (EVT) The EVT is the recommended temperature of the mopping asphalt at the time of application to the substrate. Application of the asphalt at the EVT will achieve a uniform application weight of interply moppings. This information is often listed on the asphalt carton or can be obtained from the asphalt manufacturer. C. MAINTAIN PROPER ASPHALT TEMPERATURES Before the base sheet or the insulation is installed, the kettle temperature of the hot steep asphalt should be approximately 20F above the E.V.T. 2.11 MEMBRANE PLACEMENT A. REMOVE ROLL WRAPPING Remove the roll wrapping tape before membrane installation. B. UNROLL AND ALIGN SHEET Unroll the first roll of Firestone APP Membrane completely and align. Remaining rolls shall be unrolled approximately halfway in order to properly align the 3" side laps and ensure the required 6" end lap is maintained. Membrane layout may be addressed by different methods, however, installation shall start at the lowest point and continue in a shingle method. Refer to detail AP -2. C. RE -ROLL ONE END Re -roll one end of the roll, approximately half way to facilitate alignment. D. INSTALL RE- ROLLED HALF OF MEMBRANE Torch apply the re- rolled portion of APP membrane by passing the flame of the torch evenly across the face of the roll. Heat the membrane with the torch until it develops a sheen or glossy appearance. tf the bitumen starts to flow excessively during torching, the torching is proceeding too slowly. The welding temperature is usually correct when a flow of bitumen approximately 1!2" wide is seen coming from the 3" side lap. (Feathering of side laps Is not required.) E. REPEAT PROCEDURE TO COMPLETE THE SHEET INSTALLATION Roll up the unadhered half of the membrane sheet and repeat the above procedure to complete the installation of the roll. NOTE: When using APP 180, wall fleshings and other areas where the membrane surface within the seam Is granule surfaced, the granule surfacing must be worked down Into the sheet, so as to provide a smooth and relatively granule -free surface within the seam. The trowel should be used to direct the torch flame to the areas to be feathered, and then the area should be smoothed and feathered with the face of the heated trowel. Additional granules should be applied to any exposed areas where the original granule surfacing was removed or embedded. F. MINIMIZE ROOFTOP TRAFFIC Roof top traffic must be kept to a minimum shortly after installation of membrane in order to minimize damage. 2.12 FLASHING - WALLS, PARAPETS, MECHANICAL EQUIPMENT CURBS, SKYLIGHTS, GRAVEL STOPS OR ROOF EDGE METALS, ETC. A. General: Flashing shall be installed as specified by the project designer. B. Evaluate Substrate: The following substrates require an overlayment of 1/2" exterior grade or "Wolmanized" plywood mechanically fastened in accordance with the project designer's requirements. 1. Gypsum board 2. Stucco 3. Cobblestone 4. Textured masonry 5. Corrugated metal panels 6. Other uneven substrates C. Prepare Substrate: Install base sheet or prepare substrate as specified by project designer. D. Cut Flashing Membrane: 1. After the base sheet and field membrane have been installed, cut flashing sections from the Firestone APP membrane as necessary. 2. Flashing sections shall be of the size that will not allow cooling of the bitumen before flopping into final position. 3. Flashing must extend a minimum of 6" onto the field membrane. APP NOTE: Use hook blade knives to cut membrane. E . Install Flashing Membrane: 1. The area of the flashing that will cover from the top of the cant and up,.shall be properly heated and flopped (torch and flop) into place. 2. The flashing portion that extends onto the roof surface is then adhered to the field membrane. 3. Previously installed field membrane and wall flashing shall be protected so that it is not damaged when additional flashing pieces are installed. F . Special Considerations for Copper Edging: Copper may be weathered or coated with an anti - tarnish lacquer which would make it difficult to adhere to. Therefore, special cleaning techniques must be used to prepare the copper surface to which the Firestone APP membrane will be adhered. Firestone requires the copper to be scrubbed with acetone or lacquer thinner, using clean cotton cloths. After the surface has dried, apply asphalt primer (ASTM D41) at approximately one (1) gallon/100 square feet. Allow the primer to dry before installing the Firestone APP flashing. 2.13 FLASHING - PENETRATIONS A. General: 1. Remove all existing fleshings (i.e. lead, bituminous, mastic, etc.). 2. Flash all penetrations passing through the membrane. 3. The flashing seal must be made directly to the penetration (except as shown in details with lead sleeves). B . Roof Drains (See Firestone Details AP -9 and AP -4G for APP 180 System): These specifications apply for installation of cast iron drains only. For acceptability of other drain types contact Firestone Technical Services Department. 1. Remove all existing flashings (including lead flashings), roofing materials and cement from the existing drain in preparation for new membrane. 2. Provide a clean even finish on the mating surfaces between the clamping ring and the drain bowl. 3. Taper insulation around the drain to provide a smooth transition from the roof surface to the drain. Slope shall not exceed 1" per foot. 4. Install the base sheet. Cut an opening in the base sheet so that the base sheet stops short of the clamping ring area. 5.. Apply roof mastic to clamping area of the drain bowl. 6. Install the smooth surface Firestone APP membrane target patch with a torch and cut hole to the edge of the drain. 7. Install the lead flashing and prime the top surface with asphalt primer (ASTM D41). 8. Install field membrane, then cut a hole for the roof drain. 9. Make round holes in the membranes and align with clamping bolts. 10. Install the roof drain clamping ring and clamping bolts. Tighten the clamping bolts to achieve constant compression. C. Pipe Clusters and Unusual Shaped Penetrations: 1. Fabricate penetration pockets in accordance with National Roofing Contractors Association. 2. Secure penetration pockets in accordance with NRCA. D . Hot Pipes: Protect the roofing components from direct contact with steam or heat sources when the in- service temperature is in excess of 140F. In all such cases flash to an intermediate "cool" sleeve. E . Scuppers (See Firestone Detail AP -14): 1. Remove existing scupper and provide a new welded watertight scupper or clean the existing for reuse. (Existing scupper must be welded watertight.) 2. Set welded watertight scupper in roof mastic and secure to the structure. 3. Flash in accordance with Firestone Details. F. Expansion Joints: (See Firestone Details AP -12 and AP -13): NOTE: Refer to the Material Safety Data Sheets of the cleaning solutions used for application and safety guideline. 2.14 MEMBRANE REPAIR When necessary to repair the membrane, use the following criteria: A. A wrinkle / fishmouth must be cut and laid flat, so as not to create a hump or void, and repaired with a section of Firestone APP Membrane. B. The new Firestone APP piece must be adhered, to the existing membrane with a torch, in the repair area (when a repair is performed on APP 180, the existing granules must be embedded prior to adhering new piece). APP -12- C. All repair pieces must extend a minimum of 4° past the boundary of the affected area in all directions. It is recommended that all corners of repair material be rounded. D. Seams not showing the required bitumen flow shall be repaired by lifting the membrane with the end of a round tipped trowel and heating both surfaces. When a slight puddling occurs, trowel the seam area so flow out is observed. Ensure that the reinforcement in the Firestone APP Membrane is not exposed during this process. Should the reinforcement be exposed, the area shall be repaired by installing a new Firestone APP piece over the affected area. Refer to 2.14.B of this specification. 2.15 TEMPORARY CLOSURE A. Temporary closures must be used to prevent water from flowing beneath the roofing system during inclement weather. 1. The roof membrane shall extend at least two (2) feet over the last row of insulation (where applicable). Apply a continuous layer of asphalt or roofing cement onto the substrate and the membrane edge. Mating surfaces must be smooth, dean, dry and free of any loose foreign material and gravel. 2. Firmly embed roof membrane into the asphalt or roofing cement and provide continuous pressure over the length of the cut-off by using sufficient weight. B. The above is an overnight tie -in only, and is not intended for long term use. If temporary tie -in must remain for more than one day's time, it must be checked on a daily basis to assure the tie -in remains sealed and reworked if necessary. C. Refer to Firestone's acceptable tie -in detail when long term tie -ins are necessary. D. Temporary tie -ins must be completely removed providing a clean surface for the new roofing system. 2.16 ROOF WALKWAYS A. Install Walkways: Adhere additional layer of Firestone APP Membrane to the finished Firestone APP system using • standard torching application techniques, in areas specified by the project designer. B. Coat Walkway: Paint/identify walkway areas as specified by the project designer. 2.17 SHEET METAL WORK For all other sheet metal work refer to fabrication and installation requirements specified by the project designer. APP -13- t i Owner's Name and Address STATE OF FLORIDA, COUNTY OF DADE. (Signed) ss. lA• SFIZIES VILLAGE BUILDING ONSPECTIOI DEPA'"TMENT APPLICATION F' R P EILDI G PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. 1 c Date , 19 Dr. D©uslas Muncie No 1 Street NE 96th Street Registered Architect and /or Engineer Name and address of licensed contractor Fence Master's Inc. 501 NN 37th Ave. Miami 35, Florida Location and legal description of lot to be built on: & 8 Block 2 Subdivision MIAMI SHORES SECT ION ONE Street and Number where work is to be done 150 NE 96th Street State work to be done and purpose of building (by floors) 77 ft. off 7 ft. h i.h REDWOOD BASKE'IWEAVE FENCE -- ----- ----- --- - -- -- - - - - - -- and for no other purpose. New Building_____ Remodeling Addition Repairs No. of Stories To be constructed of I {ind of foundation Roof Covering Estimated Total cost of improvements $ 323.00 Amount of Permit $ 3 Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to___ - - - F e n c e Masters Inc. H I B The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the rovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for insertion cm the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work- to be performed under this permit, as are licensed by Miami Shores Village. Remarks---- - -- — — — — (Signed) , . j/ Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared ___- --_____ to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.____ Date 1 — Ic Read, Sworn to and Subscribed before me. Disapproved _____ Date Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member _____ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained fro' the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or fe materials and /or workmanship. C 4 A / 21• 56 , A 474457/A3e:7 2066,4,44 BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address.. Registered Architect and /or Engineer %� %' Estimated Total cost of improvements $_Q Permit No Disapproved (Signed) MIAMI SHORES VILLAGE 7 Chairman Member Member Council Approved Date Date Name and address of licensed contractor Location and legal description of lot to be built on: � J GAO! G,; Lot ,.� �� ( > Block C� Subdivision Street and Number where work is to be done.. /...0 G /.''? /rte State work to be done and purpose of building (by floors) / P / /' ` //��° . „ /22 and who, being by me first duly sworn, upon oath deposes and says of the above described construction, that he has carefully read the therein by him stated are true. �a G # _. D ate. Date_ .‘2._ ,, –, ,, Building Inspe �LANNING BOARD DATE No Street .12, '7,9 2 New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering _' -(4' _Amount of Permit $ Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot___fi" Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to_.i' - The undersigned applicant for this building permit does hereby certify that h e understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the rovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. ,>) — Remarks (Signed) Read, Sworn to and Subscribed before me. and for no other purpose. 19'> STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, that he is the_ regoing application, and that he did sign the same, and that all facts Notary Public, State of Florida My Commission Expires Member Member Member Disapproved Date • NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA ELECTRICAL El DATE 195 PLUMBING ❑ PERMIT N° 8145 5 Contractor's License No. ROOFING ❑ ❑ Work to be performed under this Permit Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot CONTRACTOR OR BUILDER Bl. Subdi- vision Sq. lot Value of Project $ Amt. of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY 7