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ROOFING
APPEINIDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS the As it pertains to this Appendix "F ". it is the responsibility u� ndi� contractor to provide er [e tile h co► tcn required roofing permit, to provide the owner with this pp and to explain to the gov ern owner h the minimum form. The provisions of Chapter industry South roofin; sy'st o o iu ( \dd'iuonal I}', the following items requirements and standards of the � should be addressed as part of the agreement between the owner and the contrl:.tor. The owner's initial in tttc adjacent box indicates that the item has been explained. 1. Aesthetics-Workmanship.: The workmanship provision' ► of Chapter 34 are rr t h e t r o t pu of `Iidin g that the r oofing system meets the wind resistance to ►�'o a:er i ns ip io perfo . Aesthetic a Aesthetics (appearance) issues arc not a consideration with res P such •ts color or architectural appearance, that are not part of a zoning code. should be addressed as part of the agr. 'rt :nt between the owner and the contractor. 2. Renailing Wood D'eet s: When replacing roofing. the a fisting r oof dell: deck may once to be td to to dance with the current provisions of Chapter 29 of the SFBC. (The removing the existing roof system) 3. Common hoofs: Common roots are those which have n o vi d elineation he ve contractor h boring and/or units . t. townhouses, condominiums, etc...). In roofing work to be perforated. ownei should notify the occupants of adjacent unit s of r £ ?v q. Exposed ceilings: Exposed. open beam ceilings are arc Ve ndersid thet roof de c a n nbil ► d from of d side of t he decking bc maintain acceptable. The SF provides the option of maintaining penetrations of rite this appearance. . 5. Ponding Water: The current roof system and/or deck c otP the b� ild � u may not drain vd an d c r distress Y u n>. • cause water to pond (accumulate) in low-lying areas of t . and ma require the review of a professional ststructural n ions may not b ig v de until the the fe expectancy and performance of the new roofing system. ['Landing roofing system is removed. Ponding conditions should be corrected. , Overflow Scuppers wall outlets): It is required that rainwater Ater flow may bloat this d roof is gnot overloaded from a build up p of water. Perimeter /cd�c walls or other r ers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance o v cfl otv scuppers pp with Chapter 23 of the SF ..TAL:7. Ventilation: Most roof structures should have some ability to vent n't Iai it o w shall not be the through the It of the structural assembly (the building itself). The ean \t result c in e� pf r dingy, the service life of the roof. may be beneficial to consider additional venting S. The owner ma • contact the Miai i•Dade County Consumer Services Dcpartment for further . 'W information regarding the above. 10 i (Z t):itc a�— 4- or's Signature Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing /Calculation Documentation Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. COMPLETE THEE NECESS THE UNIDF•RM PPLICATOON FOR EQUJOF"ED DOCU ,IENTS 1 ► � rep 0NSTRUCT O 1 PAGE ATTACHMENTS ITS /A)/4 RY SECTIONS OF OFFING PEFz IT ATTACH THE S NOTED F ELOW: EQUORED: Sketch Roof Plan: Illustrate all :revels and sections. roof drains. scuppers, overflew scuppa and overflow drains. fnduoe acner<._.ons of sections and levels. clearly identify dimensions of elevated pressure zones and ]oc.atien ar parapets. Perimeter Width (a'): 1 Corner Size (a' r a): 1 I,rYY i1 �� �AII, I I 1 ■ 1 � ' i •u ail p _ T 1 I ._ - 1[ e n f Pla I l — 4 T fi I I ' i I A - - -- , , • I ( 11 1 • — _ _ -- - T • A I , t z f -1 -- - l e ' - - - I - — — , I f - • I tan ` 1 . ng . i � i ! 1 L — ,. re. e —i - - -- — 9 r I (- L 6 . I \ I I I I ■ Ah 1 . L i_ , . ;_____ _. — 1 I r . I High Velocity Hurricane Zone Uniform Roofing Permio Application Form MLAMI -3ADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit Nc Contractor's Narn,e: L 'Z /7/ i2 w Slope a,pnaltic Shingles Prescriptive BUR -RAS 15D Section A (General Information) Process No. Job Address: Roof Category r f -- titect ar cally Fa -ned T I Metal PaneUShrrrles Other I (AI y Ar"t-kt,to'Ngs )_51— Roof Type 17 New Root I Re- Roofin r Recovering I Repair I Maintenance Are there Gas Vent Stocks lo on the roof? I Yes %‹ No Cf yes. w.rat type? Natural LPSX Roof System Informaticn Lo N slope roof area (it r-)1 2 / - c7 Steep Sicped area (ft-') I / 6 9 0 Totaf (tt') I Section B (Roof Plan) Page -2 Mortar /ACresive 5e Tk 1 Wood ShrrglesiS:mies Roof Slope: I Roof Mean Height: Ridge Ventilation: N/A High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION " /12" Method of Tile Attachment: (Adhesive, Large Paddy Polyfoam Polypro Alternate l ile Attachment Method: Clip Spacing for Metal Roof Panels Field:) Penmeters: Perimeter 'Ndth: Section D (Steep Sloped Roof System) Corners:' Sloped System Description Deck type: (5/8" Plywood ■ Page 4 Alternate Deck Type: Underlayment type: fASTM D 226 Type II #30 Insulation /Fire Barrier Board: IN /A Optional Nailable Substrate: ,N /A Fasteners: 1/4" Corrotin Resistant Cap Sheet Type /Adhesive Type: IASTM D 249 # 90 fAltusa "S" Tile Roof Covering Attachment Meth [Polyfoam e 13" face 26 ga. Drip Edge Material Type: )Galvinized Metal -1 Drip Edge Fastener Type: 13 "x3" D/E 26 ga Hook Strip /Cleat ga. or weight: { N/A http: / /www.co.tnl iami - dade. tl. us / bldg /roofing_ permitino/section d 3.html 3/28/2002 Roof System Manufacturer: IALIMAR (USA) Notice of Acceptance Number: 199 -1 102.04 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): Pmax 1: 1 Pmax 2:122.21 Pmax 3: 22.21 Maximum Design Wind Pressures, (From the PCA Specific system): 66.5 Roof Slope: I Roof Mean Height: Ridge Ventilation: N/A High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION " /12" Method of Tile Attachment: (Adhesive, Large Paddy Polyfoam Polypro Alternate l ile Attachment Method: Clip Spacing for Metal Roof Panels Field:) Penmeters: Perimeter 'Ndth: Section D (Steep Sloped Roof System) Corners:' Sloped System Description Deck type: (5/8" Plywood ■ Page 4 Alternate Deck Type: Underlayment type: fASTM D 226 Type II #30 Insulation /Fire Barrier Board: IN /A Optional Nailable Substrate: ,N /A Fasteners: 1/4" Corrotin Resistant Cap Sheet Type /Adhesive Type: IASTM D 249 # 90 fAltusa "S" Tile Roof Covering Attachment Meth [Polyfoam e 13" face 26 ga. Drip Edge Material Type: )Galvinized Metal -1 Drip Edge Fastener Type: 13 "x3" D/E 26 ga Hook Strip /Cleat ga. or weight: { N/A http: / /www.co.tnl iami - dade. tl. us / bldg /roofing_ permitino/section d 3.html 3/28/2002 Mean Roof Height in Feet 15' 20' 25' 30' 40' 1 Roof Slope 1 2:12 30.7 33.4 35.7 .37.7 40.7 3:12 28.7 31.3 33.4 35.2 38.1 4:12 26.6 28.9 30.9 32.6 35.2 f 5:12 24.5 26.7 28.5 30.0 32.5 6:12 22.5 24.5 26.2 27.6 29.8 7:12 20.8 22.6 25.4 25.4 27.5 {� High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1:147.6 x A P 2: 100.6 x A [0.274 - M 15.35 0.274 _ M [5.35 P 3: 1100.6 x A 10.274 _ M 15.35 Page 5 = Mr1: [7.69 = MO: 122.21 = Mr1: [22.21 NOA Mf: NOA Mf: NOA Mf: Method 2 "Simplified Tile Calculation Per Table Below" http: / /www.co.miami- dale .fl.us /bidg /rooting per /section e 3.htnr 66.5 66.5 66.5 Required Moment of Resistance (Mr) From the Table Below: 1 NOA Mr: 1 Mr Required Moment Resistance* *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. PaLle ! or I 3/28/2002 PRODUCT CO '0 OF ACC E?T.CE klrn3r inc. 6645 N\\* FL 2:166 - Your aoolic2,rion for Product Aper: of. £pircs: 12160002 Appro\c:',11l2:1 ■.■ "S" Tile i.inder Chapter of the Co c..1e or. Che use of \L' 1 s and T =es - Cor.struction, and cr. lely dtscrLbcd hei-ein, has be-_-.1 resommt7ided For a:Is_,ace by the rouw,v Budin Cc-c'.c Com1ia OtTice (BCCO) ur,c. herein. This approval sh,ail not be valid arr he expir.3[lon 3CCO :tserics the. rioht o sec.._:s° -, roduct or material a anytime From a jobsite or manuFac22: plant For aua_!..7, 1 his product or material Fails to perform in chic approves ron, BCCO ma revoke, mod', or Ss:.: z use of such Product or matuial immediately. BCCO resties Lhe rignt to :evoke his aDDIO \ ai it is dc.-:mined BCCO t.ha Ws product or material fails to met-. - ,he requi J Sou Florida Build! The expense. cf such Ics(i2g will be incur by the h.L / Acceprancc o.: 99-1102.04 (Revises No.: 97-0,9 IS.02 , r‹. : DI 2 1 . - FNS 13 THE COVET-Z3 AD-DITIONAL. FOP. SP GEA CONDITIONS BuIT DI:•;(2. CODE & 1DRODCCT VI' CC1TTE - Ov'r • -1 --__- sTzEr S_:71 :`)01 • : LICSINC •:r_riTv ENT 3 ''kODUCT CONT'kOL D: . .) 7 5-:9(12 ::::• This pHcacn (or P;oct A prcvat has "Cff.71 rf BCC C a assc af'd Product P.:!..;12\A' C'T'..r7:7117.:!f! o n Dade :LT , z T1:: a :o n c. : !GT' S a:0 AL \R ft ■\ C. 1. SCOPE This re■!ses 3 ::..51,n2 system. (1....S.A,), desd !r1 Sec::n 2 OC tO C07-71 Flora F:it::n for N COUV Fo :nc loca;.lons \vhete Lhe occssure requtt tetet by Sr C 7 3. do exceed he des2n oressuse vais cbt.ain . by calculations in compliance compl n: v1L AS :27 using the values listed in sectior. 4 hf.:1-zin.. at calculations H...111 .7! moment based system. Trim C3i.egorf: Sub Category: anufacured bv Annlicant One Piece 'S' O OF CCE.P7-s,CE- 2. PRODUC 1 DESCRIPTION PreD.ased Root High ProCi:e Tile Dimensions I = LS w = CrlIcl; nominal w vaitcs Product Dimension Test Product srpHon = 2.1 Cornponer,ts or products rn2nuf.3::..7e.a otheTs ST D -s,Pd CO \ D I Tic) \S F:r 5:: or roc '—.1 if:CT11:7:3 5 T est Product D 7:7-t as a Fan :c Z g R_RC 1, .??RL_ - )% ED :De:ernte, 1 „ Dt.:f..mbeT 16. 7\1 �•11nc: i Su: ;act C3o ST::: Ice and \Vatcr Shield 'rood Ei 1L N Product Tilt Scr --.vs Roof T iic OF ACCEPT - \ CF• 1\D ARn CnDITHO\ Di rnens.ons A .0 ° x - 5' roll :0" X 5 roll x roll Test Sncclnicp(1C'ns Py 104 " x 75i roll PA 103 z2 /: ,,ong 0 hc3d dia. 0. vPPRC'`. _00' P7odu:. Dcscno:: n '00 t n g a5 ;op ply in a do':: t plv dcrlavrr�ent s'.s :'n. Sin.,l- olv nail _n stir-adhering :op ,de :. S-1f- adhcrine underlayment For .:se as Y. _n cui -en: VOA a top ply in a C' ply ,;..,,crlavmcnt s•. s_c-i Approved =, or 3, the ease Sr C-och, SCC_w or i.' 'i 3 l i . Cc• .'GS�s:a?..o C =2fcC 0 � ., r - r frank Z.,!ca;a. ?3.0 Roo ln.; ?rOC.:o. oc - c. E".1-7.717.7 D :\ Tilt Mortar Root Til.t Adh:-.51‘.e (' - Po!ypro% .- Tile-Bond 4 Product 3. LIMITATIONS 4 . INSTALLATION C)TiC DF !CCEPTANCF• 5T A \ 7 ) A - ner,c,ons Toy Sre:•5c.]: ons PC Fac:=7 premixed Sff: PC.:-. D. - — Se:t r0Of po e.::Ye st rootTh:: a:: :atic , Darr. - oof the acc: F ra_r.r u Ro _ \lDr:or —1th • Trodu:_s C A ) Fire cla.ss: is not 'Dan Fo a c12: 7211 pc:rot Abblycar C C 2 1: co : :es( in shall be [o ne BLin Cobe be in CO e = 3C!;C:: the r .._:711C SS stated " 2 CUtiiCd This accep:a.-.ze is Car i.ciocici deck 2.-2ciaiioni.s. :ecumer-iLs shall 'be in com chapter 139 o3 SFC. N',ay be inss n slori-es 7: 12 a .- One S' Clay P.c.,o:7 Ti:e L insL.:a::ed corn-, I ia_nc C 1 1 \ C. Profile or less •OTICE OF ACC PTA \C _ — ST-\ \D >R: 1`C,• n !Tin ti'S 92[3 -Jr Calcu'latcns Tacle 1: .kerod e . f- Tile Profile Batten Application IO ne 3 ,ece S' Tile l 0 2 Table 2: Restoring Mon ents due to Gravit 1 ":12" 5":12 Tile 3••:12 kre c: s 47 I 5.35 1 4 40 I 5 27 O ne Piece S 3auens 1 Dire_i = ai;e'.s T lie I Dec) 3anens Dire; 4 .ens 'Dock I J I 4 .3 1 I 5.16 I - =0 - Table 3: Attachment resistance Expressed as a Moment - M, (ft -Ibf) for Nail-On Systems Tile Fastener Type Direct Deck j :.rec' Deck Profile (min 1r‘ 32' -..ir. t Q!22" plywood) ply.�.00d) Tie 1 - 1 CC ih Sc "�w . `1CC , S'ar.k Na ;l Sank Naiis 1 :8 Screw -- - 2 =8 Screws 1-10a J CCU1 n' C�ic) 1 -10d Si7oottl or Sc :ew 2-10d Smooch or 51c: - °_-N Shank Nails (�le!d CGp) 2 -10• Sr'cctl cr Screw •r. - i .< ��c:15 l L C '1 14!_ (ft -Ibf e ."T Drcem't c i 2- .,n j,l2( Ncus' _ rect Deck A :ol:za;: =n 0.27= 2 I , c Direct 8alte'S� — Deck 5 03 I 4 C5 r'Lk L_ ail RRC rr. Cort_oI CL3r^. ACC?T.\\!=i1 Table Tile Profile cDne Piece S' Tile Tile Profile ` OFCEPTCE Tile Profile 4: A:taz: - -Resistance Express ec as a Y.orr,e7.: M. cr Two Par:y Adhesive S..!ser•-s Tile Application ) See manjactures . a:orova! , rts:allatton teoufft 3 - Flel Products Company itie3ond Avefage *eight per - 2 7 gra Pc)1oarri Fraduct. Inc. Av elah: *Der D3r 8 grar7S. Table 4A: Attachment r-,esistance Expresset as a Women: - M. (f for Single Patty Adhesive Se: Sysens Tile Application One Pee S Polytarn PotyPro fcarn P.".;"" 14 Larce 212cement of F. - 3cans C■acerne.n :3:s Table 45: A:":_zchment Fiesis*-37,ce E.xp-=< as 2 - for !Jo r Set c 5e s Adhesive 29 3' Tile ADDlicatcrt Anachrne. - esis:ance I Cne P:eze 5. LABELING tiles shall be the impnnt na_. or I o C. or 10110ns statement: " County A:'. d. r m 7 6 Pg'.:nimum Attachrnen: &tan e •-• • Ar,a:nment ,-%es!s.ance 1J Z.:1oz 2.RC R3c5r. ; :ancro: 6. BUTLDING P E R.% 11 REQLTRiETS 6.1 .L-.7 6.1.1! This oc 6.1. Any 0.!' d rrs jired b 1] CHZ 07 1±.:: PcLJ DP,\\ ,, 1_\r,s „ 7 A, • r ( )[ 14 - 71 . :71 t 1 2 AL\I- AR .LS>), o; (h.; � . snCC (].: �•1 J s 1 �^ :c- 3 3 _ 3 ao ._� -. _f Or ^.31 s,orni' C71'2.7_. arc no o!dcr ttis ::ht (3) scars . and all aprrcvcd products S,'.? 7C Tartn;l, !a0_ s C!C•. and the stater-_... : Con: of or as spc_Ii cally stated In the sp<ci lc c :iticns f th's Rcncw'als of Acccptanc_ \A ill no be a :sid -d if a. Thcre has been a changC In ir,C SOUL' :Florida ai:_: a!u:' :n of th's product and the product is not . :ornolianc- :: o. Tnc rroduc; is no lonecr the s:_ — .c product (Idcn:.ca: as tr.e: one orig :nally c. If the Acccrtancc holder has -ot complied a_.'. the ;epuircmcnrs of iS a::- :canc-. including the correct ins■allatio_ or ;.`.c product. d. The engineer \vho original', soar__. sizracd and sc_._d u._ , _ cd c ,cun._ :a: ,..,t1311- submiticd, is no Ion_cr prac,.c. 75 t_1 tngincclnz _ csS -... d'.!: :ma;icall,i C C?' SC . :r ._. :. • 3 NOT E QF \CC ?7 T A• _ =, C ts:td (I.hro' C ,:n' - _:c_^ Or :fie i`Olic'• Ins snail ais JC : ";_ a "S :3r rcrn :` al Df Lnsatisfac :C;^ 1SUSC Ot :,his .,c- 3 :_ 35 _-- _.._�rS^_,.._... a __-- . .U. ._ es, 3 3r1 o:hCf :urr _ sc s. Notice of ::c. = _- :: anc iGil C �� tI;C C.Zp( a cn 3; :C its: i 3 _ if cr :cr" : . Li ._ Notict of Ac`.ep_incc is c,:spla.c is CC as ;n3:, CC iC SG, 3 3:._._, t = 3 _ S� _ END CIF TH S .a.C.C�VT No __. _ice r CODE CO.MPLLk C£ op'p-Ck (10CCO) PRODUCT CONTI1OL DIVISION NOTICE OF ACCEPTAYCE NOA GAF Material Corporation 1361 Alps Road Way NJ 07470 a X1A.RSI- 13ADt? COUNTY, FLCRi . METRE DE FLAG:.ER BUll -C 140 e' ST Ft.4CLEE ST 1643 NEAML FLORIDA JJ1X -1513 0051 T'-?i : FA_x (3os) 3rs its SCOPE: This NOA in bring Issued under the applicable rules and regulations governing the use a materials. The documentation submitted los been reviewed by the BCCO and accepted by the BuitIkting Prod Review Committee to be used in Miami bade County and other areas where allowed by Code r> Having t Jurisdiction (AM- Aszthzanry g in This NOA shall not be valid afar the expiration date stated below. The Miami -Dade County product Control Division (ire Miami Dade County) and/or the Ali] (in arras other than Miami Dade County) reserve the right to have this product or material tested for quality nss,aanee purposes If this product or dal fails to perform m the accepted manner, the manufacturer will incur the roper e of such test revoke, mod " modify, or sus � and Like AhI:J may immediately r� h else use of such product or material within their jurisdiction. BORA reeves the right to revoke this acceptance, if it ,s determi by Miami -Dade County Product Control Drvi>7oz that *xis product or material fails to meet the require o f the applicable building code. This product is approved as describ herein, and has been designed to comply with the High Velochy Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF CoFaivesatiocij Bt -Up Roof System 1e Wood Deck LABELING: Each unit sh=ill bear a permanent !abet with the meet 'acture>'s merle or 10i3in, city, estate and ioilow rig statement: ' fiarni -Dade Count} Product Control Approved ". unless otherwise noted heron. RENEWAL of this NOA 11 be considered after a renewal application has been filed and there has no :lunge in the applicable building code negatively affecting the performance of this produ� been TLR:MINATION of this NOA will occur after the expiration date or if there has been a revision or can i th m. tenals, ease, and,o manufact of the product or process. Mid of this NOA as an ender:erne= o f arty product, for sales, advertising or any other purposes shall automatically terminate this NOA Failure to cornply wt'h any section of this NOA shall be eau= for termination and removal of NOA - ADVERTISENI EST . The `;OA number preceded by the words Miami -Dade C the expiration date may be displayed in advertising literature. if any porti °i�� on of the NOA is Fl is sect �llo the by shall be de in its entirely, dis�laoed, then done ii INSPECTION: A copy of thus entire NOA and shall be available for inspection at Lure This NOA : o r4islj of pages 1 through 21. The submitted docume .tauon was reviewed rov 23 222 22:45 Icita all be provided to the user by the manufacturer or its c bxaon site at the request of the Bwidij:-tg Official b3 Frank Zuloaga. RK NOA No: 92- 0a:18_09 Ei pirariot, Date-. 11.4'0.3 Approval Date: 4523392 Page 1el21 ROOFING SYSTEM APPROVAL Category Sut?•Catefory: Dsetc _yR `laximum pQSigoi ?real Fir q Classification: Product GAF Asphalt Concrete Primer (Matrix/ 307 Primer) GAF Mlneral ShteldX Granules GAF WeatherCoat® Emulsion (Matrix Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof (Matri.xrm System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack AJI Weather Plastic Cement (MattixTM Standard Wet"?Jry Roof Cement 204) RLBERGI', Mod died Rimmen Flashing Cement Jetblael; Premium Flashing Cement GAFGL..S ®u75 GAFGLAS #80 U1t;ma Base Sheet GAF;,LAS Flcy Ply n4 6 `rr 21 2s3e2 22: 45 R oa. , g 8LR Wood •75 ? Sec General Limitation lr I TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TrRLlr 1 Y'TRn T t � Tort S, 55 gnl:orts ASTM D 41 60 lb. bags ASTM D 1863 5 gallons ASTIVI 1227 Prod Ler Asphalt concrete Fur= cry to promote adhesion of asphalt is built-9 roofing. Granules for surfacing of exposed asphalt. cold process cement or emulsion. GAF Mineral Shield® Graatales stall be wed for flashing applications only Surface coating for sanoath ran-faced i f s 1, 5 gaflous ASTM D 2824 Fibered altrmi»rn ;dating. 1. 5 galicw ASTM D 3019 Refined asphalt blended critll a mineral ASTM D 3409 stabilizer and fiber. Permits adhesions to wet and dry au.-fa ;es. •3t 1_ 5 gallom ASTM D 4586 Fraser reinforced polymer mated Flashing cement 5 gallows ASTM D 4 5 86 Arpha 1t flashsng Ce:rrcast 39. 7" (1 mom) ASTM D 4601 Asphalt impregnated and crate_ glass mat wldc base shce . 39.37" (1 me:.:,) ASTM D46-01 As' • i. xeg sated and cated, Ebetglass wide b sheet 39.37" (1 ;_ te e ASTM D 2178 Type VI asphalt trnpr :,mated g:ass felt with Wide a spl ra I t col tuig. Nti tin 02- 0448.09 Expiation Ltasa: 1 IR14413 Appe oval 1 : 05/23102 Page 2 0121 `a- 23 2i3e2 LS6 Deck Type 1 Wood, Non- inutrlated New Construction or Retool Deck Description: '; „ cater plywood or crvod plunk dczk System Type E ( 1). Base sheet mcch.a-rarcally fastened. All General and Systam Limitations shall appty. Base sheet: GAFGLAS 080 UIt:intam Base Sheers, STRATAVENTID Eliminator Perforated bailable, RUBERQiD Modified Base Sbeet, RUEERO1D0 20, RUBERQZD SBS Heat -We1dT Satonth or RUBEROD SBS Heat -Weld 23 base 21%140 mechanically fastened to ds ;.k as deecnised beloc Fastening Options.: GAFGLAS® Ply 44, GAFGLAS Flea P1yra 6, GAFGLAS 075 Bags Shit or any of above Base sheets at "-nchd to deck with approved annul r thank nails and tin caps at a fastener cpacing of 9' o.e. ai the tap rtaggexad arui in two sows 12° o.c. in the field. aidzievalfit Design 6'resaavn —43 psi Se n ersif limitation ati tJ 7) GAFGL ASV, Ply 4.S), GAFGLAS Flex Pei 6, GAFGLAS g75 Base Sheep or any of above Base u13e: is attached to deck with Drill-Tee (GAF st 12 or 414 Screws and d" Platen, 12" o.c in 3 rots. On: row is in tie 2" side lap. The other rovn are equally spbccd approximately 12" o.c. in the field of the sheet afarimuss Desag,a &r re -4S pef, See amoral Leraitotaaxt 0 F) • GAFGLAS Flex Plyrti 6, GAFGLAS 1 175 Base %eet or any of above Bast sheets attached to deck with approved annular fin shank nails and tin cape at a fastener Spacing of Sr o.. al the 4" lap staggered and it. two ram 9° o.c in the field. (Alaxi name Digs tressezre —32.5 See General Limitation 0 5) GAFGLAS 073 Base Sheet or any of above Base sheets aittachd to deck with Dnll -Ter (GAF 1111:) 012 or 014 Screws and 3" Plates, IT' o.c. in 4 rows_ One row is in the 2" side lap This the rows are equally spaced approximately 9" o.c. in the field of the sheet_ (Maximum Design Prennre —60 p 4 ptf, See Gen ern! Liwitatioa 07) Any of above Base sfikkts attached to deck approved annular ring shank nails and 3" inverted Drill -Tee (GAFTTrE) insulation plates at a fastener sprang of 9" o.c. at the 4" lap staggered in two rows 4' in thz field. (Ai LT Rimme Designs Prsssbra —64 plf Sae Garret Lu et t 07) GAFGLAS d75 Base Sheet at any of above Base sheets attached to deck with Drill-Tec (GAFITTE) d 12 or it 14 Screws and 3" Plat r o.e m 4 ram_ One rots is in the 2" side lap. The other rows are equally spaced apwoximately 9" o.e. in the field of the sheet aefaXid=33 De Para —YS psf, See General Limitation L 7) Pty Sheet One or msrse ph= of GAFGZAn PLY 40, GAPGLAS® PLY 61 ply shed #g0 Ulltima, RUBEROID MOP Smooth or Rt. 20 adhered in a full mopping of approved asphalt applied u the EVT range and at a rate of 40 Ibt. sq. Cap Sheet (Optional) One ply of GAFGLASt Mineral Surfaced Cap Sheet adhered in a frill ramming of apprcvexl asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. `0A tio: 02 4at•8.09 Exptintsora Date: 1 LfOd.rd3 Approral Date: ctT_. 3.'02 Page 1g o121 Surfacing: Maximum Design Pressure: r>qr 23 20Q2 22 - See Fastening Above (Required tf no cap ailed u d) Install me of t`bs foCcoate. 1 GAF Special Roofing Bitumen with an application nne of 20 lbs 'zq wth an application rate of 1.5 gaLhq.; or GAF WEATIrsi.R. COATI Emulsion (Matrix 305 Filxred Emulaion) wmb an application rzaz of 3 gnl.isq or GAF Premium Fiber:: Aluminum Roof Coating (Mabu System Pro Alununum Roof Coating Fib red 301) ciit.h an npPtiuxson rate of 1.5 gal /p g. 2. Asphalt flood cost aQ an applicatioa rate of 60 l.. = 20%; plus ravel or slag with an application rata of 400 & 300 , respeotivehy 3. Top Coat Serfacs Seal SB (Matrix 602 SB Cam, Tap Coat NCB Film (Matrix 713 PAB Coatiaga, GAF WeatkerCote W Cote l.(3W -VOC applied at rate of 1 -1.3 gal/sj. OA No: 6244Oc.0 E.iperat)oa Rate: 11104;03 Apo Approvni Date: QV 2 PagQ19c(21 r ? LF` E -.P,_ WOOD DECK SYSTEM LLMITATIONS. 1 A slip stied is required with Ply d and Flex Ply 6 when used as a mechanically fastened base or anchor sleet. 2. Minimum 1/4" D eny Deck or y, Type gypckaen board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS' 1. Fire cln.sii cation is not part of this acceptance, ref= to a current Approved Roofing IVIatcria1s Directory for fire ratings of this product. Product Insulation may ia>Sstnlled in rt *.e layers. The first layer elan be attached iii a with Approval @sidelines, All other layers shall be adhered is a 5u1 ruoppinc3 o f attached I pplied aithia the EVr range and zrt a rate of 21-40 Ibn.iaq., or mechanicall 'wing the stems pa acs of the top layer 3. All standard panel sizes en acceptable for mechanical att. When apples in approved asphalt, panel size shall bo 4' tt 4' maximum 4. An overlay and/or tecovesy board insulation plod is required on all applications over closed cell for insulations when the bast sheet is fully mopped. If no recovery board is insd the base shock shall be applied using spot moppi with approved asphalt, 12° diameter ci.`lrs, 24" o.e.; or strip mopped r ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation Encircling of the strips is not acceptable. A 6° break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of'esthsr art= shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached ems shall be geed to a tnnuimuin design pressure of -4g psf 5. Fastcaer spacing for insulation attachment is based ezt a Minimum COtaracte i Force (F) valise of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value as field - tested, arc below 275 Ib!. insulation attachment eball not be acceptable. -. 6. Fastener spacing for mechanical atezclunent of anchor/baat sheet or membrane attar j$nt is based on a minimum fastener resistance value in conjure ion with the maximum dcsap value listed within a specific system. Should the fastener resistance be less than that Building Official, a revised fasten= emu , as Florida ed is the spacing, P��, signed and sealed b7 a 1 =1�i 13agistrred Engineer, Architect, or Registered Roof Consultant may be submitted Said revised fastener spacing shall utilize the withdravtal resistance value takers from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Shard RAS 117. 7. Perimeter and corner areas sha comply with tlye enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base stet as c.ak ui comp ace vrith Roofing Application Standard RAS 117. Mien this limitation is specifically referred within this NOA, Gs raJ Limit anon 09 'will not he applicable.) g. All attacltptn su and sung of perimeter milers, metal profile, arzdJor flashing termination deter shall conform with Roofing Application Standard RAS 111 and applicable wind bad requirements. 9 . The maximum desigyrtcd pressure limitation listed than be applicable to all roof prone zone4 (i_e field, perimeters, and cornea). Neither rational analysis, :tor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters extended corners and corners). (When this (imitation is specifically referred within this NOA, General Limitation #7 will aot be applicable.) tAA'f 23 22 22:58 END OF THIS ACCEPTANCE NOA No: 02- o4p849 Eipir t Date: 11/04/03 Appears! Date: 0523102 Page 21 0(11 * TOTRL Ff-GE . 12 ROOFING Mire MS (TGFLI)— Cnnhn«Pri VK �1 •sumo �y.l a nd ovtitaynre"t ho-ncl are offset 6 in. with the )urnt_s in :he 1 it purys :s`erK is part et tie loot s y;tcm, it roust be pia._n1 beisow t e _ c- fthonant tku“.r stmt:. multi par Orel. of '1:,1FGLAS My . or 'Ply 6 troy De aaihcre+i to -t'ffet-b lk. rn cwt a.;pn.uL - - . A5 Sraat.avent Prartabk Base Sheet" may be medianxaliy a[t=dxrd or wt mopped ovei rsorxotabustible d cks arcs as d recwcr 0 existing trod Y Cep C,Aiti Petite IrsuLatioo may o be utilized as a over board over "El/E&f.L1AICIT IAS insulation to any of the following Spit os_ ASPHALT F{LT SYSTEMS YnTTH HOT 11OOf1HG ASl'tHALT Type G2 asphalt glass naat baste sheet ('GAFGLAS 075 Base Sleet' or'6AFGLAS Ergo pre ' _ o ar Base Sheet') is a suitable alternate for Type G1 asphatt glass film ply street ( Ply 4" of "C FGLAS Fly 6") in the Class A. B ca C roof systems _4 heated belacc The roof decti may first be covered with a Type G2 asphalt glass ¢oat bas¢ ;rxet "GAFGIAS Stratavent (Vent -Ply) perforated or "GAiGLAS Suataeru ltient - Pty) Ern milli a d2cftS. Perforated to be mopped sad nailable to ex mechanically attached granule Side down_ As an option Type G2 asphalt glass mat base sheet ( GAP-GTAS g75 ease ;; e t 'LAR; AS ,30 Premium Base Sheet' or 'GAFGIAS Strattvent (Verist -Piy) fr: rL:Labl decks') may be substituted for G1 asphalt gloms fiber prf sheet ? ar'GAriLAS Piy 6') as the nailed bast ply in the fo:iowif; d .a ^m ply meec may be said mopped. spot mopped or mecneni y raster Us.las otherwise indicated, all insulations may be hot mopped or mechzsucaflp fastened_ '1IAFGLAS flashing' or - Ruberoid' may be used for flashing is arty of the Class A. a cd C systems hstYd below_ 17hza ° partite is referenced. this include: 'GAF PEFfAALTTE eat ritzy char UL Classified partite itt;ulatiort Crushed stone or slag are wettable alternates for gravel in ay/ of the Class A. 3 or C systems listed. Structural ceissent fiber ixrilding units are considered surtabte to be kr:dotied as a deck in the following Class A B or C sysYeeTs listed over C -15/32 or t&_ The use 01 gypsu© board under any of the following (lass A B or C systems ipe. not adverrly effect me r ating. The use of 1,2 in. min psurn board o rt ureptable alternate far ur,:alat:Ion over C -15/32 derics- nse L or polystyrene irrsulabon board between min 3/4 a_ partite board and deck with ratan paper (perirte /ten paper /potysty e / partite) is a suitable alienate for i;o yanurate board in the following Bats A B or C -rte G.1iiE14P isotherm RA', "6AFTEk1P Tapered Isotherea RA' and "6°AFTTS4? czm co to A" stay be subst cited for any tsocyarrurate insulanari in any of tir- mu^trrng CTassifioticns Trumbull'Peror.a goy' may be utilized with any of the following 'Asphalt Fei1 -5 f=• - witir flOt iux:ring t.AFGL4S e80 Premium Bate Sleet may be toed in any of the fallIawin.T ySUrn; Class A B and C Hot roofing asphalt. for use with organic and grass felts or modd5ed bitata i ` OlL+arn2s Class A I. Deck C-15132 Incline: 3 Insulation (Optional): One or more Layers remits. wood fiber, glass fiber, isocyarwrate, urethane, perlitriuscyanurate composite. pert:tr.,' urethane composiU. wood fiber/isocyanurate composites, phenolic an _ ^:.caress Ply Sheet Three or more layer, Type GI 'GAFGIAS Piy 4' car 'GAFGLAS Ply 0' . riot mopped_ Surfacing: Gravel Deck C-15/32 Incline: 2 .insulation ( Optonal): One or more Layer, petite, wood fiber, ,tact r. uocyawrare urr' tans pert. iteftrocyanur:i co m(srrite, ot,ii te,' - - ret:lane composite, wood hberrisocyanurate composite, phtno`r. an • ° ROW (OA W1M(i MA IIRJALS (TIVT) Pty Sheet: T are nacre layer, Type G1 'GAL {,LAS Ply 4' cs 'f,AFGLAS Ply Cap Sheet One Layer Type G3 '6AFGLAS Mineral Surface.; Cap Sht-ei". _ 1 Deck: fl{ Iodine: 2 InsuLaticxi (Optional): One or more tares perllte. wood fiber, glass r• er, tsacyar.un t!, uatharre. periite/isocyanurate composite, pes'ste/ are coA+rxu .vod ilbcr, "-isocyanuratt mm posit . Fhe -nobs. 2 tar_ r=1ax- PlY Sheet Two Of more Layers Type G1 "GAIGLAS Ply 4' e ' A GL -S P - VP Sheet Ore layer Type 63 '6AF6LAS Mineral Si efar C_j Sr.e_s . Oe y h( Lscii ie: 7/2 las ulat:oa: Gne 01 twv Layer . ` I'.uthera) R. 4 10. mss E'1u 1710 ()pelt ROOFIMG SYSTE/AS (TGFU)— Continued Pty Sheet Any UL Clxsifred gravel surfaced Class A asphalt glass fiber 'mat Sys:e.m. 5. Deck: (• 1 '3 lrtdirae 4 �_ / 51 meet ( Red MS /al paper. nailed to Sea_ ■ Rase Stmt One layer of Type G2 " GAFGLAS 87 5 Bast Sheet' (clay nail! d). Ply Sheet One or more layers of Type G1 '6AFGiAS Pbi 4' of GAFGIAS Pty 6'. Sheaf One of Type G-3 'GAF6tAS Mineral Sta Cap Sheer 6` De Rase Sheet One layer of Type G2 ° GAFGLAS 1775 QA a Sheer. ply Sheet One or more layers of Type 61 "GAFCdAS Fir 4' co GAf6IAS Ply Street. One layer of Type G-3 °GAFGLAS 11;1 Surfaced Cap Sheer. 7. gestic C -15/32 Imizti=z Z 4nscatatian: One or sere tayeis partite. glass homer, sti:cyarvuaie. urethane perlitefrocyarxxate composite_ pertitefurethe composite, ph jC 1.0 isr. taut (offset boat plywood jousts 6 in.). Rase Sheet One or more Lags of Type G1. GI cur 63. liembrauz One or moss layers of "Robervid Torch' (smooth ar granule), r Ri beroid Tomb Pir;� (granule), 'Ruberoid Mop' ( 0 gam ) m "Rubertxd flop Paz (granule) Cap Sheet 'GAFGLAS Funeral Surfaced Cap Sheer, hot mopped IL laecdc C -15/32 Irrriin,Y 2 'usutatioa (Optir.ig): One or more layers partite„ :rood fiber, glass fiber. t' urethane. ethane, to composite, hue/ tiretha ne composite, wood fibrslu y orate composite, phenolic, any thickness_ 3ase Sheet Two or more layers of Type G2 or 63. 1 ty Skteyet (Optional): One or !fore layers of Type 61. > e One or Care layers of "Ruberoid Torch" (smooth or gaarade), 1Rab2reid Torch Mrs' (grannie) 'Rftberoirl Fop' (smooth or germs) or TRuberoid Mop Flue (granule). Cap Street 'GAFGLAS Mineral Surfaced Cap Sheet', Pmt mopped Class O L Dcaic C -15/32 Imcbn 3- Trisutatioa (Optional): One or more layers pe:rtite, wood fiber, glass fiber kocy'&r.o atE, methane_ peert:te,/cscuyaru:rale composite Reran/ orettan c petite. rauid fiberitsacyanurate co=perstte, phenolic, arty thickness. Fly Sect Two or sere layers of Type G1 'ISAff1}S Pi4 4° or "GAFEiAS P'fiy 6' Cap Sheet Type G3 "GAFC,LAS F.inetal Surfaced Cap Stmt', hot 2 Dedc C 15/32 Irtdirir 3 - 1/2 iasazatica (Optional): One or more layers partite wood fiber, glass fiber, Ce,cyarurrate. tsethane_ ptr iitertsocyarogat2 ate, p urethane composite, food fiberftsocyarxfrate axaposite, phenolic. any thicinrss_ Base meet Iwo Of =0C Layers of Type G i, tat or tic. Me-nib-rare: One or arose Layers of 'Itubrroed Torch" (smooth or grar*rde), 'Shtberoid lorrji Ras- (_ mile) , "Ruberoed Flop" (smooth or granule) or °Rutzeroal Hop Plus' (granule). Cap Ali "GAFGI.AS Mineral Surfaced Cap Seize!', knot mopped. I Class C • L Dedt C -15/32 /rirfin,- 1/2 Irmatation (Option l): One or more layers pert:te mod fiber, Mass fiber. nurate =ethane, periitefrocyamtaie composite, partite/ urethane composite, wood fiberfisocyanurate cornposite, phenolic, any th idrre Pty Sheet Three or more layer, of Type 61 - GAFFIAS Ply 4' or'GAFGLAS Ply 6 ". Surfacing "Special R.occing Bitumen' 21) lbs/sq. COAL TAR FELT SYSTEAS WITH HOT ROOFI.MG COAL TAR R OQf C0VER.IfiG MATTRIALS (TFYT) 133 - - .ass in - leaf C - :5/3Z - - 1/2 Ince -Lau o (iapf Cute a �»cee .fazes permute, s, v d fits+, glass - fiber, i yanu.;.f. urethane- -> rtitrF ;ocya aura re ccmpositr; lecture/ urethane composite. wood hbe :Itoocyanurate couipe :a: e. phenolic any thickness. - -Ply Sheet Three or m ee ia'wrc of Eyre G1 "GAFGIAS Ply 4' or "GAFGLkS . Ply 6.. ri C IrLJ ped ar _writ: ter bet reseli. 1S1.11f2s: - o3: CrtveL - - - COMB114AZI0td FtOf AND COLD SYSTEMS Clan A L DtCt lndine 2 insulation (Optional): One pr more lao-rs gertrtr, wood fiber or glass filar 2 in wax. - - - - - - - P1v Sheet 4:ree_or more raven of toe 6 l 'GAL GLAS Ply 4' or "GAFGIAS Stu faciatg wunify Inritrlris rl ad A4..irk.C1 Roc( Catbng at 1-I /2 "i :n: '.4.. :V m•1.. nt nilT! - Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/15/2002 Applicant: JOHN WYATT Owner: WYATT JOHN JOB ADDRESS: 440 NE 91 ST Contractor ALL IN ONE PROPERTY SERVICES INC Contractor's Address: 14040 NW 6 CT Local Phone: 305 - 688 - 9550 Parcel # 1132060190050 Sig Building Permit Permit Number: BP2002 -1896 Legal Description: EL PORTAL Permit Status: APPROVED Permit Expiration: 4/30/2003 Construction Value: $7,600.00 Work: RE ROOF EXISITNG ROOF AND RE ROOF ADDITION Page 1 of 1 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. (INSPECTOR) BY: (Ccntar:cr Cr B...1IC.r) IB PB 9 -101 LOT 7 & E1/2 OF LOT 8 BLK 1 LOT SIZE 75.000 X Fees: Description Amount FEE2002 - 6452 Building Fee $175.00 Total Fees: $175.00 Total Fees: $175.00 Total Receipts: $0.00 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. 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 responfsibility fa all work done by other myself, my agent, servants or employes. CC: ? :: a : : :7 1:77.1 ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPI. Outlet, Appliance Q'I'Y. 'INN.: Service Repair Q' r Y. A/C Central 1 -3 Ton Heating Strips, each Fan Outlet, Wall Service, Temporary Paint Booth A/C Central 4 -7 Ton Fire Pump Outlet, Switch Piping, Flammable Liquid Signs A/C Central 8 -15 Ton Fixture - Fluorescent Process/Pressure Piping Oven Space Heater (kw) A/C Central 16-20 Ton Pressure Vessel Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New NI ECHA NI CA L TYPE Minimum Fee QTY TYPE Condensate Drain QTY. TvI,L, Generator (fry. 'FV I,Ir Refrigeration, Tons QTY, A/C Central, Tons QTY. Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Pump and Abandon Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Gas - Appliance PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPI. Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink We11, Supply Page 2 PERMIT APPLICATION IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECIbD FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other govemmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. ST E OF FLORIDA, COUNTY OF MIAMI -DADE STATE OF Signature of Owner Print Name Sworn to and subscribed beeN -kl iaa- ue-- day of * � *My mission CC896557 . ? « „or . E irk es Decd 19, 2003 Signature of Notary Public - State of Florida SEAL: SEAL: Signature of Contra or Print Name �� Sworn to and subscn. -' j. a - m e Hue da of *:'' *My Commission W.,89M7 ti4«,' Expijes December 19, 2003 • Signature of Notary Public - State of Florida Personally known OR, Produced Identification Personally known OR, Produced Identification Type of Identification Produced: Type of Identification Produced: Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: CONTRACTOR �� Name j \ IN OB E P9-0 -0 PER \I License No. g _ oo 1 153 JKJ 1 t L Q. (0c..\._ Telephones )t ,n Fax o ( s `1J l J Qualifier Name E Di. F 1,3 1 �� . PROPERTY OWNER Name nom-, (u „t1 1 kol \ � Address 440 G‘ Home Telephone c, r 3 � 5 Business Telephone Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) O IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review Notary $ }6 $ ��, ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE f J ( x .60 x/1000 ) (¢.005 / sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ ) S CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL o (305) 795 -2207 o FAX (305) 756 -8972 o http : / /www.miamishoresvillage.com INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must print or type to allow for a more accurate processing ted along with this permit application. Step 2. Submit the completed application with all necessary processing of your application, you may be asked to APPLICATION 4A0 N �'' 1 54 Job Address: y Address Apt. Folio Number I , 3 Co5c Description of Work }Z€ F [^ X l 5k �► iz.e adcl; �ic.<. Subdivision PB PG Zoning Linear Feet Lot Block Current Use of Property Square Feet 2. Proposed Use of Property Value of Wor Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. ?).P— •.Z -- lyU3 Subsidiary Permit No. e9 be signed by the property owner and qualifier. Both signatures must be notarized. Please of your application. If roofing work will be done, a roofing application must be submit- documents to the Building, Planning and Zoning Department for processing. During the submit additional information. City Tax Assessed/Appraised Value PERMIT APPLICATION State Zip Units Floors /(' Bldg Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax 1M1AMI.DADE PRODUCT CONTROL NOTICE OF ACCEPT.. NCE G.A.F. Materials Corporation 1361 Alps Road. %Vaync ,N.I 07:170 e e expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0315.02 EXPIRES: 06/21/2006 i APPROVED: 06/21/200! ,111.-f, III -DADE COUNTY. FLORIDA MMETRO•DADE FLAGLER BUILDING ac'll,t)INC Cool. coNIrt.IANC.e OFFrci: NIL IRO- I):\t)I: FLAGLER BUILDING 140 \% :s r 1'LAGLER s FRI:I:1. Sl'Lrli IN); ('O''17t\( t.I(7:\SIM; SECTION (305) 3'5 -2527 F:\X (3115)37$•25x ('U\ 1'R\( F:\ F'UR('F:m):N'r UIVISto\ (301) Y5-2966 FAX 0051 37i.:wm I'RUnt Cr CONTROL DIVISION 00513 F A X 005i 37:4)339 1 "our application for Notice of Acceptance / ( NOA) of Topcoat Roof Maintenance Coating ✓ under Chapter S cif - the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction. and completely described herein. has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shalt not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner. BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief' Product Control Division TIIIS IS THE COVERSIIEET, SEF ADDITIONAL PAGES FOR SPECIFIC ANI) GENERA!, CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buitdine Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. X11: \ \tl. FLORIDA 331311 -1 ?63 1305) 37S -290I FAX X305) 375 -2reIS Francisco J. Quintana, R.A. Director ialni -Dade: County Building Code Compliance Office : ' s 0450001 'pc acceptance cover page. dot Internet m:1it address: postmaster's? buildingtodcontine.com , Ilomeprge: itttp : / /wr$1..builJingeodeonline.com eto , IIINVistrtn GAF MATERIALS CORPORATION ACCEPTANCE NO.: 01- 0315.02 APPROVED :.Iunc 21, 2001 EXPIRES June 21 2 006 NOTICE OF ACCEPTANCE.: STANDARD CONDITIONS 1. SCOPE This new roofing maintenance coating system using GAF Topcoat Roofing Membrane. coating system used on existing roof assemblies as manufactured GAF Materials Corporation. as described in Section 2 of this Notice of Acceptance. designed to comply with the South Florida Buildin__ Code. 1994 Edition for Miami -Dade County. Category: Roofing Component Sub Category: Roof Coating 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Topcoat Roofing N/A PA 143 A styrene acrylic based elastomeric Membrane used to protect various types of rooting surfaces 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. refer to a current Approved Roofing Materials Directory for lire ratings of this product. 3.2 Topcoat Roofing Membrane shall not be applied in inclement weather conditions. 3.3 All products listed herein shall have an unannounced fallow -up quality control program from an approved listing agency. Follow up test results shall be made available to BCCO upon request. 3.4 All approved products listed herein shall be labeled in compliance with PA 121. 3.5 Change in materials. use. or manufacture of any of the products listed herein shall be cause for termination of this Notice of Acceptance. 3.6 This maintenance coating system shall not be applied over. prepared roofing: i.c.. fiber- cement shingles. quarry slate. cement or clay roof tile, metal shingles, wood shingles or shakes. 3.7 Topcoat Roofing Membrane shall be used as a roof maintenance coating system in accordance with applicable Building Code. Topcoat is not approved to be used as a repair or recover system. 4. 1 N STA L LATI ON 4.1 GAF \laterials Corporation 'Topcoat Rooting Membrane. shall he installed in accordance with manuf'acturer's Product Data Sheet. Page 2 Frank Zuloae.a. RRC Rooting Product Control Examiner GAF MATERIALS CORPORATION ACCEPTANCE NO.: 0141315.02 APPROVED : June 21, 2001 EXPIRES : June 2I 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4.2 Substrates: Smooth surface asphaltic BUR: Smooth and granule surface, modified bitumen cap sheet; Weathered P113. Ilypanlon. PVC, and EPD \I membranes. 4.3 Physical Properties of Components Trade name: Topcoat Roofing Membrane Application Rate: This material is applied by spray equipment. roller, knife or brush. For specific roof deck please review Topcoat Roofing Membrane application procedures. Description: A styrene acrylic based elastomeric used to protect various types of roofing surfaces. Topcoat coating system is used on new and existing roof installed in accordance with manufacturer's Product Data Sheet Container Size: 1, 5, 55 gallons and quart tubes. Note all cautions on container label. 5. BUILDING PERMIT REQUIREMENTS 5.1 Application for building permit shall be accompanied by copies of the following: 5.1.1 This Notice of Acceptance. 5.12 Any other documents required by the Building Official or applicable I3uilding Code in order to properly evaluate the installation of this system. Pac2e 3 Frank Zuloaga. RRC Roofin_s Product Control Examiner GAF MATERIALS CORPORATION ACCEPTANCE NO.: 01- 0315.02 APPROVED : June 21. 2001 EXPIRES : June 21, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS NOTICE OF ACCEPTANCE STANDARD CONDITIONS I Rcnocal of this :Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting, data, engineering documents, are no older than eight (S) years. Any and all approved products shall be permanently labeled with the manufacturer's name. city. state, and the following statement: ",Nlianti -Dade County. Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation or this product and the product is not in compliance with the code changes: b) The product is no longer the same product (identical) as the one originally approved; c) lithe Acceptance holder has not complied with all the requirements of this acceptance. including the correct installation of the product: d) The engineer who originally prepared, signed and sealed the required documentation initially submitted. is no longer practicing the engineerine profession. 4 Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance. unless prior written approval has been requested (through the tiling ofa revision application with appropriate tee) and granted by this office. Any oldie following shall also be grounds for removal of this :lcceptan;e: a) Unsatisfactory performance of this product or process: b) Misuse of this Acceptance as an endorsement of any product. for sates. advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words ,Miami -Dade County. Florida. and followed by the expiration date may be displayed in advertising literature. I f any portion oldie Notice of Acceptance is displayed. then it shalt be done in its entirety. A copy of this Acceptance as well as approved drawings and other documents. % There it applies, shall he provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed he the engineer. S Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages I through 4. ENI) OF THIS ACCEPTANCE: Page -1 Frank Zuloaga, RRC Rooting Product Control Examiner May 29,2002 Village of Miami Shores Building Department Miami Shores, Florida 33138 MEMO: (SAVINO 0 MILLER DESIGN (STUDIO L landscape architecture urban design. architecture RE: Notice of Approvals for 440 Ne. 91 Street. Miami Shores, Fl. 33138 FROM: Adriana Savino - Miller AIA , AR 14444 Selected Contractor to supply all other Product Control Approvals for Roofing components, flashing , hurricane shutters, etc. as necessary and required by the Building Official and by Florida Code. All products shall be presented to Architect and Owner for approval prior to submitting to the Building Department. 4014 Chase Avenue, #219 u Miami Beach, FL 33140 305 - 538 -9062 305- 534 -9062 (F) AA0002463 LC 000208 SMDS@mgci.com E -22 11 ::?.SANt:EN - EGRA ROOF T LE CO M� 3ert da 9' Flat ,PRODUCT CONTROL NOTICE OJ ACCEPTANCE Entegra Roof Tile Corporation 1201 N.W. 18 Street Pompano Beach ,FL 33069 Your application for Notice of Acyeptance (NOA) of: c Coacrete:Flat - R - oenngTile V under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsitc or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0417.09 Ems1- 06/074004 . / • 1 ..._ . L ' IS _r :i APPROVED: 06/07/2001 HEE EE .. GES FO BUILDING CODE COMPLIANCE OFFICE METRO-DADE PLA(3[,$R BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -t 563 (305) 375 -2901 FAX (305) 375 -290g COPrTRA(Toa LICENSING SECTION (305) 375-2527 FAX (305) 375 -2551 CONTRACTOR ENFORCEMENT DIVISION 005)375-2964S FAX (395) 375.2901 PRODUCT CONTROL DIV1SION (305) 375 -2902 FAX (305) 371.6339 Y .305 _o, 0 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING "/---/A5 Rant Rodriguez Chief Product Control Division C AND GE CONDITINS BUILDING CODE & RODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, RA. Director Miami -Dade County Building Code Compliance Office 1104300911 pt2000lItempdatesLrotice acceptance cover pagoda Interactaail address: postmaster (gbuildiugeodeonliee.com • Homepage: bttp : / /www.buildiugcodeonline.coro 3 5- 2.::- 2;11:c5AM :EN — EGRA RnQF T LE CC 2. PRODUCT DESCRIPTION 'LEMMA__ RnnE igl ,C ___itt41 1TIaN ACCEPTANCE No. ; ja4L7A2 I. SCOPE This revises a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile Corporation described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the desi gtr pressure values obtain c n by calculations in compliance with RAS 127 using the values listed in sectioA 4 herein. The attachment calculations shall be done as a moment based system. MaRnfactIWed M, AMAMI Dimensionj Entegra Flat Tile 1- 16" PA 112 w= 10" 1 -Y:' thick Trim Pieces Category: Roofing Sub Category: Roofing Tile Material: Concrete 1= varies w = varies varying thickness Test SpeciBcatioja PA 112 2.1 Components or products manufactured by others Test Product Product Dimensions Specifications pescrlatiou Rainproof 1I 30" x 75' roll PA 104 36 "x 75' roll or 60" x 75' roll Ice sad Water 36" x 75' roll PA 103 Self - adhering Shield underlayment 2 Approval: Jane 7. 200I, Expiration Date: June 7.2006 . Product Description Flat profile, interlocking, high pressure extruded concrete roof tile equipped with two nail holes. For direct deck or batten nail on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Single ply, nail -on underlayment with 2" self - adhering top edge. Manufactuyer Protect -O -Wrap, Inc. (with current NOA) W.R. Grace Co. (with current NOA) Frank Zuloaga, RRC Roofing Product Control Examiner 5 <2 C2;11: =5EN - ECR? ROOF T LE CO Tile Nails The Screws endue Wood Battens Roof Tile Mortar ("TileTiterm") Roof Tile Mortar ( "Quikrete® Roof Tile Mortar #1140") Roof Tile Mortar C'BONSAL® Roof Tile Mortar Mix ") Roof Tile Adhesive ("Polypro® AH160 ") Roof Tile Adhesive TileBond ROSA It TIL O O TION fm n largal Min. 1"x 4" FIor Min. I." )c 4" for use with vertical battens or Min. 1 "x 2" for use alone l Odx 3" #8x 2 VI" long 0.335" Bead dia. 0.131" shank dia. 0.175" screw thread dia. N/A N/A N/A N/A Factory premixed canisters Wood Preservers Institute LP — 2 PA 114 Appendix E PA 114 Appendix E PA 123 PA 123 PA 123 See PCA See PCA 3 Test ocii ienss Salt pressure treated or decay resistant lumber battens Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood Screws Product Desc ' Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile app licatons. Single component polyurethane foam roof 0079 ACCEPTANCE No. : 01_0` pg Frank Zuloage, RRC Roofing Product Control Examiner generic generic Mgoginu generic Bermuda Roof Company, Inc. with current PCA Quikrete Construction Products with Cur mterrt PCA W. R. Bonsai Co. with current PCA Polyfoam Products, Inc. Flexible Products (with current NOA) 5- 2.. -C2: , 1 : -d.1: EN - ECRA ROOF T LE Co P uct Hurricane Clip & Fasteners II.1� COiftPOiLe�rrgi Dint emaiona Clips Min. 'A" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 y" 4 Teat Product ecitie team Dje irLp AOA PA 114 Appendix E ACCEPTANCE Ne.: 01 0417.09 Corrosion resistant clips with corrosion resistant nails. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance, 32 For Mortar or adhesive set tile applications, a performed in accordance with RAS 106. 3,3 Applicant shall retain the services of a Miami - Dade County Certified Laboratoty to perform quarterly test in accordance with PA 112, appendix 'A'. shall be submitted to the Building Code Compliance Office for review. testing 3.4 Minimum underlayments shall be in compliance with the Applications Standards listed section 4.1 herein. applicable Roofing 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck be in compliance with applicable Building Code, requirements shall 4. INSTALLATION 4.1.1 Entegra `Flat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations static field uplift Generic test shall be h ' X( ) Direct Deck A . placation 11205 Tile Profile Elite ra Flat Tile Table 1: Aerodynamic Multi . tiers - A :( ) Direct Deck A 0,189 tication Frank Zuloaga, RRC Roofing Product Control Examiner -« -Q_ ; 1 1 : 2 3Ati:: EIS EGP! -. RGGF LE CO Tito Profile Entegra Flat Tile E_NTEGRa ROOF TI E CORPO 2 nUOM Tile Profile Entegra Fiat Tile 2- 10d,Ring Shank Nails 1 -10d Smooth or Screw Shank Nall 2 -10d Smooth or Screw Shank Neils 1 #8 Screw 2 #8 Screw 1-10d Smooth or Screw Shank Nan (Feld Clip) 1 -10d Smooth or Screw Shank Nall (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field CtipZ 2 -10d Smooth or Screw Shank Nails Eave CI 30.9 38.1 7.3 9.8 14.0 18.8 30.8 30.8 51.7 _ 51.7 24.3 24.3 19.0 35.5 31.9 JO= ACCEPTANCE No. : 01- 0417,09 T7ie Profile Table 2: Rostov' o Moments due to Gravity - fft (ft -lbf) 3 ":12" 4 ":12" 5 " :12" r:12" or greater Entegra Fiat Battens Direct Tile Deck_ 6.53 6.97 Battens i Direct Deck 6.43 6.88 Batts Dl ns nett Battens Direct Deck Deck 6.29 6.71 ' 6.14 6.54 Battens Direct Deck 5.97 N/A Table 3: Attachment Resistance Expresses{ as a Moment • M (ft4bf) for Nan -On Systems Fastener Type Direct Deck Direct Deck (min 15!32" plywood) (min. 19/32" plywood) 19.0 35.5 31.9 Battens 17.2 4.9 7.4 18.2 24.4 24.2 22.1 34.8 32.2 2 -10d Ring Shank N ails 50.3 installation with a 4" the headlep and leetemers are hinted a min. of 2W from head of life. 1 Table 4: Attachment Resistance Expressed as a Moment IVl (ft -Ibf) for Two Pair Adhesive Set Systems The Application ' Minimum Attachment Resistance Adhesive T 2 See manufactures component approval for Installation requirements. 3 flexible Products Company Trieeorrd Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. 5 31.3 Frank Zuioaga, RRC Roofmg Product Control Examiner 48.3 5- 22 -C2: 11:aEAM;ErJ`EGRA ROOF T LE CO ENTEGRA ROOF TILE CORPORATION ACCEPTANCE No.: _ O1 -p417 pg Table 4A: Attachment Resistance Expressed as a Moment - M, (84bf) for Single Patty Adhesive Sat Systeme Profile Minimum Attachment Tito The Appli cation Entegra Flat I PoiyProln Tile PotyPron. 4 Large paddy placement 045 grams of PolyPre . 5 Medium paddy placement of 24 grams Ot PolyProl". & LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building penult shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance, 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. PROFILE DRAWING 16' 6 ENTEGRA "FLAT" CONCRETE ROOF TILE :05 S_= 0079 Resistance 118.9 40.4 Frank Zuloaga, RRC Rooting Product Control Examiner .5- 22— C2 ;11: 5AM:EN — EGR.A ROOF T LE CO E G RATI N ACCEPTANCE No. ; 0 -0417 1. Renewal of this Acceptance (approval) shall be considered alter a renewal are no older original documents, including test-supporting data, engineering application has than eight (8) years. 2 . Any and all approved products shall be permanently labeled with the manufacturer's name, city, Oat', and the following statement "Miami-Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a. The has been a change in the South Florida Building Code affecting the evaluation of this .product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance bolder has not complied with all the requirements of this acceptance, including the correct installation of the product d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 . Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b other Misuse of' t Acceptance as an endorsement of any product, for sales, advertising or any purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I through 6 and this last page 7. END OF THIS ACCEPTANCE 7 .cCS 562 C079 Frank Zuloaga, RRC Roofing Product Control Examiner MIAMI-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE G.A.F. Materials Corporation 1361 Alps Road Wayne Your application for Product Approval of GAF Conventional Built Roof Systems for Wood Deck. under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0331.15 Expires:11 /04/2003 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSUEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 06/29/2000 Internet mail address: postmaster ®buildingcodeonline.com rr NJ 07470 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 -rancisco . Quintana, R.A. Director 1 of 32 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com GAF MATERIALS CORPORATION Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Ply 6® Roofing BUR Test Dimensions Specification 5, 55 gallons 60 Ib. bags 5 gallons 1, 5 gallons 1, 5 gallons 5 gallons 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll ROOFING SYSTEM APPROVAL Wood. -75 psf See General Limitation #1 ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D 3019 ASTM D 3409 ASTM D 4586 ASTM D 4601 ASTM D4601 ASTM D 2178 2 of 32 Acceptance No: 00- 0331.15 Approval Date: June 29, 2000 Expiration Date: November 04, 2003 Product Description Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. ran Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Product GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Nailable RUBERO[D Modified 3 sq. roll Base Sheet 67 lbs. GAFTEMP® Isotherm R Tapered GAFTEMP Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm RN Tapered GAFTEMP Isotherm RN Test Dimensions Specification 5 sq. roll ASTM D 2178 45 Ib. roll 5 sq. roll ASTM D 2178 76 Ib. roll ASTM D 3909 60 Ib. roll various 69 Ib. roll various various various various various various ASTM D 4897 D 3672 ASTM D460I, P Type 11, UL m Type G2 BUR PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 3 of32 Acceptance No: 00- 0331.15 Product Description Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. ASTM D 489 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. remium glass fiber reinforced SBS- odified base sheet Polyisocyanurate foam insulation. Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation Frank Zuloaga, RRC Roofing Product Control Examiner c) GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Test Product Product Dimensions Specification Description GAFTEMP® various PA 110 Polyisocyanurate foam insulation with Composite high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Composite with high density fiberboard or Permalite perlite insulation. GAFTEMP® Composite A GAFTEMP® Composite N various Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Composite A with high density fiberboard or Permalite perlite insulation. various Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation ( ) Composite N with high density fiberboard or Permalite �•/ perlite insulation. GAFTEMP® various PA 110 Fiberboard insulation. Fiberboard GAFTEMP® various PA 110 Perlite insulation board. Permalite® GAFTEMP Recover 1/2" thick PA 110 Perlite recover board Board GAFTEMP® various PA 110 High density wood fiberboard insulation. High Density Fiberboard GAFTITE® #12 PA 114 Insulation fastener for steel and plywood Standard decks. Roofing Fastener GAFTITE® #14 PA 114 Insulation fastener for steel, wood and Heavy Duty Roofing Fastener GAFTITE ASAP PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. concrete decks. PA 114 Pre - assembled GAFTITE Fasteners and 4 of 32 metal and pla Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Test Product Product Dimensions Specification Description GAFTITE® Base PA 114 Base sheet fastening assembly. Sheet Fastener and Plate Galvalume Plates 3" and 3 1/2" PA 1 14 Round galvalume stress plates. NTB Fasteners PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. Polypropylene Plates 3" and 3 1/2" PA 114 Round polypropylene stress plates. Ruberoid® 20 1.5 sq. roll ASTM D 5147 SBS modified asphalt base sheet and 95 lbs. interply sheet reinforce with a glass fiber mat. Ruberoid® Mop 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Granule 103 lbs. polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with (( ,, Smooth 87 lbs. polymer modified asphalt and smooth `J surfaced. RUBEROID® MOP 1 sq. roll ASTM D 5147 Non -woven polyster mat coated with PLUS 102 lbs. polymer modified asphalt and surfaced with mineral granules. RUBEROID® MOP 1 sq. roll ASTM D 5147 Non -Woven polyester mat coated with fire 170FR 103 lbs. retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID® MOP 1 sq. roll ASTM D 5147 Non -Woven polyester mat coated with fire FR 105 lbs. retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID® 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, asphalt TORCH Smooth 87 lbs. modified bitumen membrane, smooth surface. RUBEROID® 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, asphalt TORCH Granule 102 lbs. modified bitumen membrane, granule surface. RUBEROID® 1 /4 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, asphalt TORCH PLUS 93 lbs. modified bitumen membrane surface 5 of 32 uloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Product RUBEROID® TORCH FR RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS Vent Stacks (metal and plastic) C ol GAF Aluminum Emulsion RUBEROID ii 109. Roll ULTRACLAD Is SBS 101 lbs. GAF Aluminum Roof 5 gallons Paint GAF Built -Up Roofing Asphalt RUBEROID MOD 60 Ib. kegs Asphalt RUBEROID MOD 60 Ib. kegs Asphalt L RUBEROID MOD 60 Ib. kegs Asphalt P Test Dimensions Specification 3 /, sq. roll 90 lbs. 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. 'sq. roll 101 lbs. 5 gallons 100 Ib. cartons, bulk ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 PA I00(A) ASTM D 1929 u ASTM D 635 P None ASTM D 5147 ASTM D2824, Type I ASTM D312, Types I, II, III and IV 6 of 32 Acceptance No: 00- 0331.15 Product Description Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. One way valve vent used to relieve built - p pressure within the roof system. GAF Vent Stacks are available in metal or Iastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non - fibered. aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SEBS modified asphalt SEBS modified asphalt SEBS modified asphalt ran Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Product GAFTEMP Composite A GAFTEMP Tapered Composite A GAFTEMP Composite N GAFTEMP Tapered Composite N GAFTEMP Tapered Isotherm R GAFTEMP Tapered Isotherm RA GAFTEMP Tapered Isotherm RN GAFTEMP GAFCANTTM GAFTEMP GAFEDGETM Tapered Edge Strip GAFTEMP PERMALITE® Tapered Roof Insulation GAFTEMP Recover Board Shingle- Mate"' Underlayment GAFTITE® ASAP Dimensions Various Various Various Various Various Various Various Various Various Various 1/2" thick, Various sizes 4 sq. roll 30 lbs. 500 per box Test Specification Acceptance No: 00- 0331.15 Product Description PA 1 10 Polyisocyanurate /wood fiberboard composite PA 110 Tapered Polyisocyanurate /wood fiberboard composite PA 110 Polyisocyanurate /wood fiberboard composite PA 110 Tapered Polyisocyanurate /wood fiberboard composite PA 110 Tapered polyisocyanurate foam PA 110 Tapered polyisocyanurate foam PA 110 Perlite board 7 of 32 Tapered polyisocyanurate foam Cut perlite board Tapered perlite board PA 110 Tapered perlite board Fiberglass reinforced shingle underlayment PA 114 Pre - assembled fastener and metal and plastic plates ran Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Pyrox Product ACFoam 1 ACFoam II Hy -Therm Nail -line Hy -Therm SP Hy -Therm AP Hy -Therm Stable R Hy -Therm White Line Anchorbond Fastener Dekfast Fasteners #14 Dekfast Hex Plate Test Dimensions Specification various various various Product Description PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation various PA 110 Polyisocyanurate foam insulation various PA 110 Polyisocyanurate foam insulation. various PA 110 Polyisocyanurate foam insulation various PA 110 Polyisocyanurate foam insulation various PA 110 Polyisocyanurate foam insulation PA 114 Insulation fastening assembly PA 114 Insulation fastener for steel and concrete decks 2 7/8" x PA 114 Galvalume hex stress plate. 3 1/4" 8 of 32 Manufacturer Apache Products Co. (with current PCA) Atlas Energy Products (with currcnt PCA) Atlas Energy Products (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Dekfast Lock Plate 3" x 3 1/4" PA 114 Polypropylene locking plate. Construction Fasteners Inc. • (with current PCA) u oaga, R.RC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00 - 0331.15 Test Product Product Dimensions Specification Description Manufacturer Dekfast Fasteners PA 114 Insulation fasteners for Construction #I4 concrete decks Fasteners Inc. (with current PCA) Dekfast Fasteners PA 114 Insulation fastener for steel Construction #12 and wood decks. Fasteners Inc. (with current PCA) ISO 95+ Composite PA 110 Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) Asphalt ASTM D 312 Type III or IV Hot asphlat generic bitumin adhesive Asphalt Primer ASTM D 41 Asphalt Primer generic EPS High Density Wood various Fiberboard Pel ite/Urethane Composite various PA 110 Extruded polystyrene generic insulation various PA 110 Wood fiber insulation board generic PA 110 Perlite / urethane composite generic board insulation Perlite Insulation various PA 110 Perlite insulation board generic Polyethylene 4 mil min. Vapor barrier / Air barrier generic Red Rosin various Rosin paper for barrier layer generic on wood decks Roofing Nails Minimum # PA 114 Corrosion resistant annular generic 12 ring shank nails Tin Caps Min. 32 ga. x Corrosion resistant circular generic 15/8" discs. MB aluminum roof PA 121 Aluminum roof coating Grundy Industries coating Dens -Deck various Georgia Pacific _ (with curre� 'CA PA 110 Gypsum insulation board. 9 of 32 (with current PCA) Frank Zuloaga, RRC Roofing Product Control Examiner Product ISO 95+ E'NRG'Y -2 1SORoc GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Test Dimensions Specification Product Description #12 Roofgrip PA 114 Insulation fastener for steel or wood decks # 14 Roofgrip PA 114 Insulation fastener steel, wood or concrete decks Gripdek Fastener PA 114 Insulation fastener Hexcel Fastener PA 114 Insulation fastener Hextra PA 114 Insulation fastener and metal or plastic plate 3" round PA 114 Polyolefin plastic plate Standard Plastic Plate Olympic Fastener #14 Olympic Polypropylene various PA 110 Polyisocyanurate foam insulation various PA 110 Polyisocyanurate foam insulation various PA 110 Polyisocyanurate foam ! rockwool composite insulation Olympic Standard 3" round PA 114 3" round galvalume AZ55 steel plate PA 114 Insulation fastener 3.25" round PA 114 Polypropylene plastic plate 10 of32 Manufacturer ITW Buildex (with current PCA) 1TW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) Firestone (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00 - 0331.15 Product Olympic Fastener #12 Olympic Fastener ASAP Olympic CR Base Felt Fastener and Base Sheet Disc GlasFast Fastener Paroc Base Board Paroc Cap Board Multi -Max Multi -Max FA UltraGard Insul -Fixx Fastener Insul -Fixx P Rawl Fasteners #I2 Test Dimensions Specification various various various various various 3" round PA 114 PA 114 PA 114 PA 114 PA 110 PA 110 PA 110 PA 110 PA 110 PA 114 PA 114 PA 114 11 of 32 Product Description Insulation fastener Pre - assembled Insulation fastener and plate Insulation fastener assembly for Base Sheet fastening only Insulation fastener assembly with recessed plastic plate Rockwool insulation Rockwool insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Insulation fastener for steel and wood decks 3" round polyethylene stress plate Insulation fastener for steel and wood decks Manufacturer Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Owens- Corning Fiberglas Corp. (with current PCA) Partek, Inc. (with current PCA) Partek, Inc. (with current PCA) Rmax, Inc. (with current PCA) Rmax, Inc. (with current PCA) Schuller International Inc. (with current PCA) SFS /Stadler (with current PCA) SFS /Stadler (with current PCA) The Rawlplug Company Inc. (with current PCA) Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Product Rawl Fasteners #14 Rawl 2" Plate 2" round Rawl 3" Plate 3" round Rawlite 3" Plate 3" round Super Prep II Tru -Fast DL Tru -Fast Plastic Plate Tru -Fast MP -3 Tru -Fast HD Tru -Fast Ultra Tru -Fast DP Tru -Fast TP Structodeck Test Dimensions Specification various PA 114 PA 114 PA 114 PA 114 PA 121 PA 114 PA 114 12 of 32 Product Description Insulation fastener for use in steel, wood or concrete 2" round galvalume AZ55 membrane plate 3" round galvalume AZ55 steel plate 3" round galvalume AZ55 steel plate for use with Rawlite fasteners Roof coating PA 114 Insulation fastener for steel, or wood 3.04" round PA 114 3.04" round polyethylene plastic plate 3.23" round PA 114 3.23" round galvalume AZ50 steel plate Insulation fastener for use in wood, steel or concrete decks Stainless Steel fastener for use in steel, wood and concrete decks PA 114 Insulation fastener for use in steel or wood decks PA 114 Insulation fastener for use in steel or wood decks PA 110 High density wood fiber Acceptance No: 00 0331.15 Manufacturer The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) Thermo - Materials, Inc. (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Wood Fiber --- ndu cu ent PCA) Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 EVIDENCE SUBMITTED: Test AEency Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Underwriters Laboratories, Inc. Dynatech Engineering Corporation Dynatech Engineering Corporation Test Identifier FMRC 1996 J.1. 1 V8A4.AM J.I. 2B8A4.AM J.I. 3 B9Q 1.AM J.I. ODOA8.AM J.I. OD I A8.AM J.I.0Y9Q5.AM J.I. 3X3A2.AM J.I.0Y9Q5.AM R1306, 87NK11819 #3600.02.95-I #4482.02.95 -1 13 of 32 Description Current Insulation Attachment Requirements Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Date 01.01.96 06.28.93 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 08.02.94 07.29.94 Fire Resistance Classification 01.01.93 UL 790 - PA 114 Wind Uplift PA 114 Wind Uplift PA 114 02.02.95 02.02.95 Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Systems ( ) Deck Type 1I: Wood, Insulated, New Construction or Reroof Deck Description: 19 / 32 " or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Insulation Fastener Fastening Fasteners Fastener Layer Type Detail No. Per Board Density One or more layers of any of the following insulations. Approved Type(s): ACFoam -I, E'NRG'Y 2, GAFTEMP® Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N Minimum: 1" x 3' x 4' N/A N/A N/A N/A Approved Type(s): ISORoc, GAFTEMP® Tapered Minimum: 1" x 4' x 4' N/A N/A N/A N/A Approved Type(s): High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP (...1 RecoverBoard V Minimum: 'A" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Wood Fiber, GAFTEMP® Fiberboard Minimum: %" x 2' x 4' N/A N/A N/A N/A Approved Type(s): Paroc Minimum: 3 h" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Perlite, GAFTEMP® Permalite®, Permalite Tapered Minimum: /" x 2' x 4' N/A N/A N/A N/A Minimum (for Tapered) /" x 2' x4' N/A N/A N/A N/A Approved Type(s): Fiberglas Minimum: 15 /16" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Permalite Tapered Roof Insulation Minimum: '/, " x 2' x 4' N/A N/A N/A N/A Approved Type(s): Tapered Isotherm R, Tapered Isotherm RA, Tapered IsothermRN, GAFTEMP Composite Tapered, GAFTEMP Composite A Tapered, GAFTEMP Composite N Tapered Minimum: 'h" x 4' x 4' N/A N/A N/A N/A 14 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Note: All insulation shall be adhered to the anchor sheet in full moppings of approved hot asphalt within the EVT range and at a rate of 20-40 lbs. /s Please refer to Metro -Dade County Roofing Application Standard RAS 117 for insulation attachment. Insulations listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT® perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. Anchor sheet: GAFGLAS® Ply 4 ®, Ply 60, GAFGLAS Flex PIyTM' 6, #75 Base Sheet, GAFGLAS #80 Ultimarm Base Sheet, STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 base sheet applied to the deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered in two rows 12" in the field. Base sheet shall serve as anchor sheet for attachment of insulation (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima Ultra Base Sheet, GAFGLAS STRATAVENT® Perforated or RUBEROID Modified Base Sheet directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq; (see General Limitation #4). One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 610 Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Base Sheet: Ply Sheet: Cap Sheet: Surfacing: (Required if no 1. GAF Special application rate application rate application rate cap sheet is used) Install one of the following: Roofing Bitumen with an application rate of 20 lbs. /sq with an of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion with an of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. t 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: -45 psf (See General Limitation #7) See General Limitation #1. See General Limitation # 1. I- B -5 -M, I- B- 5 -M /P6, I- B -5 -G, 1- B- 5 -G/P6, I- B -5 -C, 1- B- 5 -C/P6, I - 0 - - M, I - 0 - 5 - /P6 I- B-4-M, I- B- 4 -M/P6, I- 0 -4 -M, I- 0- 4 -M /P6, 1- B -4 -G, I- B- 4 -G /P6, I- 0 -4 -G, 1- 0- 4- G -/P6, I- 0-4-C, I- 0- 4 -C /P6, I- B -4 -C, I- B- 4 -C /P6, I- B -3 -M, I- B -3 -G, I- B -3 -C, I- 0 -3 -M, I- 0 -3 -G, I -0 -3 -C 15 of 32 Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: 19 / 12 " or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 41 :+, GAFGLAS® PLY 6 ®, GAFGLAS FlexPly, GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 s / tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. Two or three plies of GAFGLAS® PLY 40, GAFGLAS FlexPly 6 or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Required if no cap sheet is used) Install one of the following: 1.GAF WEATHER COAT Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 IbsJsq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. -45 psf. (See General Limitation #7) Maximum Fire Classification: See General Limitation # I. Maximum Slope: See General Limitation # I. Specification No.: N- B -3 -G, N- B -3 -C, N- B -3 -M, N- B-4 -G, N- B- 4 -G /P6, N- B-4 -M, N- B- 4 -M /P6, N- B -4 -C, N- B- 4 -C /P6, N- B -5 -C, N- B- 5 -C /PC, N- B -5 -G, N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M /P6 16 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Deck Type 1: Deck Description: 19 / 32 " or greater plywood or wood plank System Type A(3): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Wood, Non - Insulated, New Construction, Reroof GAFGLAS® #75 Base Sheet, GAFGLAS #80 Ultima Base Sheet, STRATAVENT® Nailable, or RUBEROID® 20 base sheet is applied to the deck with 2" side laps with GAFTITE #12 or #14 Screws and 3" Plates 12" on center, in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" OC in the field of the sheet. One, two, or three plies GAFGLAS PLY 4® GAFGLAS FIexPIyTM6, or GAFGLAS® PLY 6® Ply or GAFGLAS FIexPIy 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. ( Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lb./sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. -45 psf (See General Limitation #7) See General Limitation #1. See General Limitation #1, N- B -3 -G, N- B -3 -C, N- B -3 -M, N- B -4 -G, N- B- 4 -G/P6, N- B -4 -M, N- B- 4 -M/P6, N- B -4 -C, N- B- 4 -C /P6, N- B -5 -C, N- B- 5 -C/P6, N- B -5 -G, N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M/P6 17 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Deck Type 1I: Deck Description: Wood, Non - Insulated, New Construction, or Reroof 19 or greater plywood or wood plank System Type A(4): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: Ply Sheet: Cap Sheet: Surfacing: ( Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: GAFGLAS® #75 Base Sheet, GAFGLAS #80 UltimaTTh' Base Sheet, STRATAVENT® Nailable, or RUBEROID® 20 base sheet applied to the deck with 2" side laps with GAFTITE #12 or #I4 Screws and 3" Plates, 12" on center, in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" OC in the field of the sheet. One, two, or three plies GAFGLAS PLY 4 ®, or GAFGLAS® PLY 6® Ply or GAFGLAS FIexPIyTM 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Required if no cap sheet is used) Install one of the following: — 60psf. (See General Limitation #7) 18 of 32 Acceptance No: 00- 0331.15 1. GAF Special Roofing Bitumen with an application rate of 20 lb. /sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. f 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. See General Limitation #l. See General Limitation #1. N- B -3 -G, N- B -3 -C, N- B -3 -M, N- B -4 -G, N- B- 4 -G /P6, N - B - - M, N - B - 4 - /P6, N - 13 - C, N- B- 4 -C /P6, N- B -5 -C, N- B- 5 -C/P6, N- B -5 -G, N- B- 5 -G/P6, N- B -S -M, N- B- S -M /P6 Frank Zuloaga, RRC Roofing Product Control Examiner f .. GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Deck Type 1I: Deck Description: System Type A(5): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Fire Classification: ( Maximum Design Pressure: Maximum Slope: Specification No.: Wood, Non - Insulated, New Construction, or Reroof 19 or greater plywood or wood plank GAFGLAS® #75 Base Sheet, GAFGLAS #80 UltimaT" Base Sheet, STRATAVENT® Nailable, or RUBEROID® 20 base sheet is applied to the deck with 2" side laps with GAFTITE #12 or #14 Screws and 3" Plates 8" on center, in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" OC in the field of the sheet. One, two, or three plies GAFGLAS PLY 4, GAFGLAS® PLY 6® or GAFGLAS FlexPlyTM 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lb./sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of I.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. -75 psf (See General Limitation #7) See General Limitation #1. See General Limitation #l. N- B -3 -G, N- B -3 -C, N- B -3 -M, N- B-4 -G, N- B- 4 -G /P6, N- B -4 -M, N- B- 4 -M/P6, N- B -4 -C, N- B- 4 -C/P6, N- B -5 -C, N- B- 5 -C/P6, N- B -5 -G, N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M /P6 19 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner 7 - GAF MATERIALS CORPORATION Acceptance No: 00 - 0331.15 Deck Type 1I: Wood, Insulated, New Construction, or Reroof Deck Dcscription: 19 / 3= " or greater plywood or wood plank System Type B: Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt.. All General and Systcm Limitations shall apply. Insulation Fastener Fastening Fasteners Fastener Base Laver Type Detail No. Per Board Density (see RAS 117) Approved Type(s): ACFoam -I Minimum: 1.3" x 3' x 4' DekFast S/P [2] 4 1:3 ft Minimum: 1.3" x 3' x 4' Olympic S/P, ASAP [2] 4 1:3 ft Minimum: 1.3" x 3' x 4' Gripdek S/P [2] 4 1:3 ft Minimum: 1.3" x 3' x 4' Roofgrip S/P [2] 4 1:3 ft2 Minimum: 1.3" x 3' x 4' Olympic S/P , ASAP [2] 4 1:3 ft Minimum: 1.3" x 3' x 4' GAFTITE® S/P, ASAP[2] 4 1:3 ft Minimum: 1.3" x 3' x 4' Olympic /G2 Plate [2] 4 1:3 ft Approved Type(s): E'NRG'Y 2, GAFTEMP Isotherm RN Minimum: 1.4" x 3' x 4' DekFast S [2] 4 1:3 ft Minimum: 1.4" x 3' x 4' Tru -Fast S [2] 3 1:4 ft Minimum: 1.4" x 3' x 4' Olympic S/P /ASAP [2] 4 1:4 ft ( Minimum: 1.4" x 3' x 4' Gripdek S/P [2] 4 1:3 ft �/ Minimum: 1.4" x 3' x 4' Roofgrip S/P [2] 4 1:3 ft Minimum: 1.4" x 3' x 4' GAFTITE® S /P /ASAP[2] 4 1:4 ft' Minimum: 1.4" x 3' x 4' Olympic /G2 Plate [2] 4 1:3 ft' Minimum: 1.4" x 3' x 4' Anchorbond S [2] 4 1:3 ft' Approved Type(s): GAFTEMP® Isotherm R Minimum: 1.3" x 3' x 4' DekFast S [2] 4 1:3 ft Minimum: 1.3" x 3' x 4' Tru -Fast S [2] 4 1:3 ft' Minimum: 1.3" x 3' x 4' Olympic S/P /ASAP [2] 4 1:4 ft' Minimum: 1.3" x 3' x 4' Gripdek S/P [2] 4 1:3 ft Minimum: 1.3" x 3' x 4' Roofgrip S/P [2] 4 1:3 ft Minimum: 1.3" x 3' x 4' GAFTITE® S/P /ASAP[2] 4 1:4 ft Minimum: 1.3" x 3' x 4' Olympic /G2 Plate [2] 4 1:3 ft Minimum: 1.3" x 3' x 4' Anchorbond S [2] 4 1:3 ft' Minimum: 1.3" x 3' x 4' Insulfixx S/P [2] 4 1 :3 ft Minimum: 1.3" x 3' x 4' HD Insulfixx S/P [2] 4 1:3 ft 20 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner L GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Insulation Fastener Fastening Fasteners Fastener Base Layer Type Detail No. Per Board (see PA 117) Density Approved Type(s): E'NRG'Y 2 Plus, GAFTEMP Composite N Minimum: 1.5" x 3' x 4' DekFast S/P [2] 3 Minimum: 1.5" x 3' x 4' Tru -Fast S 1:4 ft Minimum: 1.5" x 3' x 4' Insulfixx S/P [2] 3 1:4 ft Minimum: 1.5" x 3' x 4' [2] 3 1:4 ft Gripdek S/P [2] 4 1:3 ft Minimum: 1.5" x 3' x 4' Roofgrip S/P [2] 4 Minimum: 1.5" x 3' x 4' HD Insulfixx SIP [2] 3 1: ft Minimum: 1.5" x 3' x 4' Anchorbond S/P 1:4 4 ft' [2] 3 1:4 ft Approved Type(s): Perlite, GAFTEMP® PERMALITE Minimum: %" x 2' x 4' DekFast S [1] 4 Minimum: '/," x 2' x 4' Tru -Fast S 1 :2 ft [1 ] 4 1:2 ft Minimum: 3 /," x 2' x 4' Gripdek S/P [1] 4 Minimum: 3 /." x 2' x 4' Roofgrip S/P 1:2 ft Minimum: '/. "x2'x4' Olympic/G2 g p [1] 4 1:2 ft 3 "Plate [1] 4 1 :2 ft Minimum: 1/4" x 2' x 4' Anchorbond S [1] Minimum: '/." x 2' x 4' GAFTITE® 3 -' /2" [1] 4 1:2 ft Minimum: 2 h "x 2'x 4' [ ] 4 1:2 ft GAFTITE S /ASAP [1] 4 1:2 ft Approved Type(s): Fiberglas Minimum: "/ x 4' x 4' DekFast S/P [3] Minimum: /" x 4' x 4' 16 Insulfixx S [3] Is Minimum: /" x 4' x 4' 16 Roofgrip S/P [3] is Minimum: 16 / 16 " x 4' x 4' TruFast S [3] Minimum: / x 4' x 4' Anchorbond S/P [3] Is Minimum: /" x 4' x 4' 16 HD Insulfxx S [3] Minimum: IS / 16 " x 4' x 4' Olympic S/P /ASAP [3] Minimum: /" x 4' x 4' 16 GAFTITE ®S /P /ASAP [3] 1f Minimum: /" x 4' x 4' 16 Glasfast [3] 6 1:2.67 ft 6 1:2.67 ft 6 1:2.67 ft 6 1:2.67 ft 6 1:2.67 ft 6 1:2.67 ft 6 1:2.67 ft 6 1:2.67 ft 6 1:2.67 ft Approved Type(s): Wood Fiber, GAFTEMP® Fiberboard, GAFTEMP High Density Fiberboard Minimum: 1" x 2' x 4' DekFast S/P [1] Minimum: 1" x 2' x 4' Anchorbond S/P [1] Minimum: 1 "x2'x4' Tru -Fast [1] Minimum: l" x 2' x 4' OlympicS /P /ASAP [1] Minimum: 1" x 2' x 4' GAFTITE® S /P /ASAP[1] Minimum: 1" x 2' x 4' Olympic /G2 Plate [1] 2 1:4 ft 2 I :4 ft 2 1:4 ft 2 1:4 ft 2 1:4 ft 2 1:4 ft Note: Base layer shall be mechanically attached with fasteners and density described above. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Miami -Dade County Roofing Application Standard RAS 117 for fastening details). GAF requires either a ply of GAFGLAS STRATAVENT® perforated laid dry or a layer of GAFT wood fiber overlay board on all isocyanurate applications. 21 of 32 ran Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Insulation Fastener Fastening Fasteners Fastener Ton Laver Type Detail No. Per Board Density Approved Type(s): Any of the insulations listed for Base Layer, above. Approved Type(s): High Density Wood Fiber, GAFTEMP® High Density Wood Fiberboard, PERMALITE® Recover Board Minimum: '/2" x 4' x 4' N/A N/A Approved Type(s): Paroc Minimum: %" x 4' x 4' N/A Base Sheet: Cap Sheet: Surfacing: N/A N/A N/A N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20 -40 lbs. Please refer to Miami -Dade County Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 ULTIMATM Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS Flex Ply 6, GAFGLAS® STRATAVENT® Perforated(laid dry), RUBEROID Modified Base Sheet or RUBEROID® 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq; (see General Limitation #4). Ply Sheet: Two or three plies of GAFGLAS® PLY 40 or , GAFGLAS® PLY 6® or GAFGLAS FlexPlyTM 6 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (See specification number for appropriate number of plies). (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (See GAF application instructions for approved method of installation). (Required if no cap sheet is used) Install one of the following:) 1. GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: -45 psf (See General Limitation #7) See General Limitation #1. See General Limitation #1. 1- B -5 -M, I- B- 5 -M /P6, 1- 0 -4 -G, 1- 0- 4- G - /P6, I- 0 -4 -C, I- 0- 4 -C /P6, I- 0 -4 -M, 1-0-4 - M/P6, 1-B-4-G, [- B- 4 -G /P6, I- B -4 -C, I- B- 4 -C /P6, 1 -B -4M, I-B-4-M/P6, 1-0-3-G, I- 0 -3 -M, 1- B -3 -G, I- B -3 -C, 1- B -5 -G, I- B- 5 -G /P6, I- B -5 -C, I- B- 5 -C /P6, 1-0-5 - I-B-4-M, I- B- 4 -M /P6, 1- B -3 -M, I- 0 -3 -C, 22 of 32 rank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 L Deck Type II: Wood, Insulated, New Construction or Reroof Deck Description: 19 / 3Z " or greater plywood or wood plank System Type C: One or more layers of insulation simultaneously attached; Base layer optional. All General and System Limitations shall apply. Insulation Fastener Fastening Fasteners Fastener Base Laver Type Detail No. Per Board Density Approved Type (s): ACFoam -I, GAFTEMP® Isotherm R, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN Minimum: 1.3" x 3' x 4' N/A N/A N/A N/A Approved Type (s): E'NRG'Y 2 Minimum: 1.4" x 3' x 4' N/A N/A N/A N/A Approved Type (s): ISORoc Minimum: 1.5" x 4' x 4' N/A N/A N/A N/A Approved Type (s): E'NRG'Y 2 Plus, GAFTEMP Composite A, GAFTEMP Composite N Minimum: 1.5" x 3' x 4' N/A N/A N/A N/A Approved Type (s): Perlite, GAFTEMP® PermalitePERMALITE® Minimum: '/," x 2' x 4' N/A N/A N/A N/A Approved Type (s): Fiberglas Minimum: IS / x 4' x 4' N/A N/A N/A N/A Approved Type (s): Wood Fiber, GAFTEMP® Fiberboard, GAFTEMP High Density Fiberboard Minimum: I" x 2' x 4' N/A N/A N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels arc used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Metro -Dade County Roofing Application Standard PA 117 for insulation attachment. GAF requires either a ply of GAFGLAS STRATAVENT® perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. 23 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00-0331.15 Insulation Fastener Fastening Fasteners Fastener Top Layer Type Detail No. Per Board Density (see PA 117) Approved Type (s): ACFoam - Minimum: 1.3" x 3' x 4' DekFast S/P [2] 4 Minimum: 1.3" x 3' x 4' Gripdek S/P [2] 1:3 ft2 r Minimum: 1.3" x 3' x 4' Roofgrip S/P [ ] 4 1:3 ft Minimum: 1.3 "x3'x4' Olympic S/P /ASAP [2] 4 1:3 ft Minimum: 1.3" x 3' x 4' GAFTITE® S /P /ASAP[2] 4 Minimum: 1.3" x 3' x 4' Olympic /G2 Plate [2] 4 1:3 ft 1:3 ft Approved Type (s): E'NRG'Y 2, Isotherm RN Minimum: 1.4" x 3' x 4' DekFast S [2] 4 Minimum: 1.4" x 3' x 4' Tru -Fast S 1:3 ft Minimum: 1.4" x 3' x 4' [2] 3 1:4 ft Olympic S/P /ASAP [2] 4 1:3 ft Minimum: 1.4" x 3' x 4' Gripdek S/P [2] 4 Minimum: 1.4" x 3' x 4' Roofgrip S/P 1:3 ft Minimum: 1.4" x 3' x 4' GAFg P [ 4 1:3 ft TITE® S/P /ASAP[2] 4 1:3 ft Minimum: 1.4" x 3' x 4' Olympic /G2 Plate [2] q Minimum: 1.4" x 3' x 4' Anchorbond S 1:3 ft [2] 4 I :3 ft Approved Type (s): GAFTEMP® Isotherm R, GAFTEMP Isotherm RA Minimum: 1.3" x 3' x 4' DekFast S [2] 4 Minimum: 1.3" x 3' x 4' Tru -Fast S 1:3 ft Minimum: 1.3" x 3' x 4' [2] 4 1:3 ft ( Olympic S/P /ASAP [2] 3 1:4 ft (..) Minimum: 1.3" x 3' x 4' Gripdek S/P [2] q Minimum: 1.3" x 3' x 4' Roofgrip S/P 1:3 ft r Minimum: 1.3" x 3' x 4' g p [2] 4 l:3 ft GAFTITE® S /P /ASAP[2] 3 1:4 ft' Minimum: 1.3" x 3' x 4' Olympic /G2 Plate [2] 4 Minimum: 1.3" x 3' x 4' Anchorbond S 1:3 ft Minimum: 1.3" x 3' x 4' [2] 4 1:3 ft [nsulfixx S/P [2] 4 1:3 ft Minimum: 1.3" x 3' x 4' HD Insulfixx S/P [2] 4 1:3 ft Approved Type (s): E'NRG'Y 2 Plus, GAFTEMP Composite N, GAFTEMP Composite, GAFTEMP Composite A Minimum: l.5 "x3'x4' DekFastS/P [2] 3 Minimum: 1.5" x 3' x 4' Tru -Fast S 1 :4 ft Minimum: 1.5" x 3' x 4' Insulfixx SIP [2] 3 1:4 ft Minimum: 1.5 "x3'x4' [2] 3 1:4 ft Gripdek S/P [2] 4 1:3 ft Minimum: 1.5" x 3' x 4' Roofgrip S/P [2] 4 Minimum: 1.5" x 3' x 4' HD lnsulfixx S. /P [2] 3 1:3 ft [2] 3 I Minimum: 1.5" x 3' x 4' Anchorbond S/P 1 : 4 ft :4 ft 24 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Insulation Top Layer Approved Type (s): Perlite, Minimum: ' /." x 2' x 4' Minimum: ' /e" x 2' x 4' Minimum: ' /." x 2' x 4' Minimum: 3/4" x 2' x 4' Minimum: 3/4" x 2' x 4' Minimum: '/," x 2' x 4' Minimum: 3/4" x x 4' Approved Type (s): Fiberglas Minimum: IS / x 4' x 4' DekFast S/P Minimum: IS / " x 4' x 4' 16 Minimum: IS / " x 4' x 4' Minimum: IS / 16 " x 4 x 4 Minimum: IS / 16 " x 4' x 4' Minimum: 15 16 " x 4' x 4' Minimum: IS / " x 4' x 4' 16 Minimum: IS / 16 " x 4' x 4' Minimum: IS / 16 " x 4' x 4' Fastener Fastening Type Detail No. (see PA 117) GAFTEMP® PERMALITE® DekFast S Tru -Fast S Gripdek S/P Roofgrip S/P Olympic Plate Anchorbond S GAFTITE® 3" Insulfixx S Roofgrip S/P TruFast S Anchorbond S/P HD Insulfixx S Olympic S/P /ASAP GAFTITE ®S /P /ASAP [3] Glasfast [3] [ [3] [ [3] [3] [3] [3] Fasteners Fastener Per Board Density 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 Acceptance No: 00 0331.15 Approved Type (s): Wood Fiber, GAFTEMP® Fiberboard, GAFTEMP High Density Fiberboard Minimum: I" x 2' x 4' DekFast S/P [1] Minimum: 1" x 2' x 4' Anchorbond S/P [1] Minimum: 1" x 2' x 4' Minimum: 1" x 2' x 4' Minimum: 1" x 2' x 4' Minimum: 1" x 2' x 4' Tru -Fast [1] OlympicS /P /ASAP [1] GAFTITE® S/P /ASAP[1] Olympic /G2 Plate [1] 25 of 32 2 2 4 2 2 2 1:2 ft 1:2 ft 1:2 ft 1:2 ft 1:2 ft 1:2 ft 1:2 ft 1:2.67 ft 1:2.67 IV 1:2.67 IV 1:2.67 ft 1:2.67 ft 1:2.67 ft 1:2.67 ft 1:2.67 ft 1:2.67 ft :4 ft :4 ft :2 ft :4 ft :2 ft :4 ft Note: Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Metro -Dade County Roofing Application Standard PA 117 for insulation attachment. GAF requires either a ply of GAFGLAS STRATAVENT® perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanuratc applications. Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 UltimaT" Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FIexPIyT"' 6, GAFGLAS® STRATAVENT® Perforated (laid dry), RUBEROID Modified Base Sheet or RUBEROID® 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved; see General Limitation #4. Two, three or four plies of GAFGLAS® PLY 4® or GAFGLAS® PLY 6 ®, GAFGLAS FIexPIy 6 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Required if no cap sheet is used) Install one of the following: 1. GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. -45 psf (See General Limitation #7) See General Limitation #1. See General Limitation #1. I- B -5 -M, I- B- 5 -M/P6, I- B -5 -G, I- B- 5 -G /P6, I- B -5 -C, I- B- 5 -C /P6, I- 0 -5 -M, 1- 0- 5 -M/P6, I- 0 -4 -0, 1- 0- 4- G - /P6, I- 0-4 -C, I- 0- 4 -C /P6, I- B -4 -G, I- B- 4 -G /P6, I- B -4 -C, 1- B- 4 -C/P6, 1-B- 4M, I- B4 -M /P6, I- 0 -4 -M, 1- 0- 4 -M /P6, 1- B -4 -M, 1- B- 4 -M /P6, I- 0 -3 -G, 1- 0 -3 -M, 1- 0 -3 -C, 1- B -3 -G, I- B -3 -C, I- B -3 -M, 26 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner Deck Type 1I: Wood, Insulated, New Construction or Reroof Dcck Description: " / or greater plywood or wood plank GAF MATERIALS CORPORATION System Type D(1): Insulation and Base sheet simultaneously All General and System Limitations shall apply. One or more layers of any of the following insulations. Approved Type(s): Base sheet: Ply Sheet: Cap Sheet: Surfacing: ACFoam -1, E'NRG'Y 2, GAFTEMP Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N loosely laid with firmly butted joints. Minimum thickness, 1.3 ". GAFTEMP High Density Fiberboard, GAFTEMP Fiberboard, minimum thickness 1' GAFGLAS® #75 Base Sheet, GAFGLAS #80 Ultima' Base Sheet, STRATAVENT® Nailable, or RUBEROID® 20 base sheet applied over the loose laid insulation with 2" side laps. GAFTITE #12 or #14 Screws and 3" Plates are installed through the base sheet and insulation in 3 rows 12" on center. One row is in the 2" side lap. The other rows are equally spaced approximately 12" OC in the field of the sheet. One, two, or three plies GAFGLAS PLY 46, or GAFGLAS® PLY 6® Ply or GAFGLAS FlexPly 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lb./sq; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. Maximum Design Pressure: -45 psf (See General Limitation #7) Acceptance No: 00 0331.15 Maximum Fire Classification: See General Limitation #1. Maximum Slope: See General Limitation #1. Specification No.: 1- B -5 -M, I- B- 5 -M /P6, 1- B -5 -G, 1- B- 5 -G /P6, 1- B -5 -C, 1- B- 5 -C /P6 I -0 -5 -M I- 0- 5 -M /P6, I- 0 -4 -G, 1- 0- 4- G - /P6, I- 0 -4 -C, I- 0- 4 -C /P6, I- B-4 -G, 1 -B- 27 of 32 - 4 -C /P6, Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 t.../ Deck Type II: Deck Description: u Wood, Insulated, New Construction or Reroof 19 or greater plywood or wood plank System Type D(2): Insulation and Base sheet mechanically fastened. All General and System Limitations shall apply. One or more layers of any of the following insulations. Approved Type(s): ACFoam -I, E'NRG'Y 2, GAFTEMP® Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N loosely laid with firmly butted joints. Minimum thickness, 1.3" GAFTEMP High Density Fiberboard, GAFTEMP Fiberboard, minimum thickness 1"" GAFGLAS® #75 Base Sheet, GAFGLAS #80 UltimaTm Base Sheet, STRATAVENT® Nailable, or RUBEROID® 20 base sheet applied to the deck with 2" side laps with GAFTITE #12 or #14 Screws and 3" Plates in 4 rows 12" on center. One row is in the 2" side lap. The other rows are equally spaced approximately 9" oc in the field of the sheet. Base sheet: Ply Sheet: `,/ Cap Sheet: ( m I Surfacing: ( Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: One, two, or three plies GAFGLAS PLY 40, or GAFGLAS® PLY 610 Ply or GAFGLAS FIexPIyTM' 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full opping of approved asphalt applied within the EVT range and at a rate of 20 -40 bs. /sq.. Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lb./sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. f 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. -60 psf (See General Limitation #7) See General Limitation #I. See General Limitation #1. 1- B -5 -M, 1- B- 5 -M /P6, 1- B -5 -G, I- B- 5 -0/1 I- B -5 -C, 1- B- 5 -C/P6, I- 0 -5 -M, 1- 0- 5 -M /P6, I- 0-4-G, 1- 0- 4- G - /P6, I- 0 -4 -C, I- 0- 4 -C /P6, I- B -4 -G, I- B- 4 -G /P6, I- B -4 -C, t- B- 4 -C /P6, I -B- 4-M, I- B- 4 -M /P6, 1- 0-4 -M, 1- 0- 4 -M/P6, 1- B -4 -M, I- B- 4 -M /P6, I -0 -3 -G 1 -0- -C, I- B -3 -G, I- B -3 -C, I- B -3 -M. 28 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Deck Type 1I: Deck Description: Base sheet: Ply Sheet: Cap Sheet: Surfacing: ( Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Wood, Insulated, New, Recover or Reroof 19/ or greater plywood or wood plank Required if no cap sheet is used) Install one of the following: -75 psf (See General Limitation #7) 29 of 32 Acceptance No: 00 0331.15 System Type D(3): Base sheetand insulation simultaneously mechanically fastened. All General and System Limitations shall apply. One or more layers of any of the following insulations. Approved Type(s): ACFoam -I, E'NRG'Y 2, GAFTEMP® Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N loosely laid with firmly butted joints. Minimum thickness, 1.3" GAFTEMP High Density Fiberboard, GAFTEMP Fiberboard, minimum thickness 1 ' GAFGLAS® #75 Base Sheet, GAFGLAS #80 Ultiman" Base Sheet, STRATAVENT® Nailable, or RUBEROID® 20 base sheet applied over the loose laid insulation with 2" side laps. GAFTITE #12 or #14 Screws and 3" Plates are installed through the base sheet and insulation in 4 rows 8" on center. One row is in the 2" side lap. The other rows are equally spaced approximately 9" OC in the field of the sheet. One, two, or three plies GAFGLAS PLY 40, or GAFGLAS PLY 610 Ply or GAFGLAS FIexPIym sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. 1. GAF Special Roofing Bitumen with an application rate of 20 lb./sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. See General Limitation #1. See General Limitation #I. I - B - - 1 - B - 5 - /P6, 1 - B - - 1 - 13 - 5 - /P6, I- B -5 -C, I- B- 5 -C /P6, I- 0 -5 -M, I- 0- 5 -M /P6, I- 0-4-G, I- 0- 4- G -/P6, 1- 0 -4 -C, 1- 0- 4 -C /P6, I- B -4 -G, I- B- 4 -G /P6, 1- B -4 -C, I- B- 4 -C /P6, 1 -B- Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION C .1 Wood Deck System Limitations: 1 A slip sheet is required with Ply 4® Flex PIyTM 6 and Ply 6® when used as a mechanically fastened base or 4nchor sheet. 2. % Type X gyps4 board is acceptable to be installed directly over the wood deck.. 30 of 32 Acceptance No: 00- 0331.15 Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 GENERAL LIMITATIONS: I Fire classification is not part of this acceptance, refer to a current Approved Rooting Materials Directory for fire ratings of this product. 2 Insulation may be applied in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. 3 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4 An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with TAS 105. If the fastener value, as field- tested, is below 275 lbf., insulation attachment shall not be acceptable. 6 Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within the specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer or Architect may be submitted. Said revised fastener spacing utilize the withdrawal resistance value taken from Miami -Dade Protocol TAS 105 and calculations in compliance with Miami -Dade Roofing Application Standard RAS 117. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Miami -Dade Roofing Application Standard TAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8 All attachment and sizing of perimeter Hailers, metal profile, and /or flashing termination designs shall conform with Miami -Dade County Roofing Application Standard TAS 1 I I and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 31 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00 -0331. I5 (.J NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages I through 32. END OF THIS ACCEPTANCE 32 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date '7 J?4 ( Job Address)< 4 Lt 0 Ng `1 \ ' . Tax Folio Legal Description Historically Designated: Yes No ` Owner/Lessee / Tenant)( Owner's Address N y 0 IVE X11 5 r cd Hiarn t 3'101 es 3 313 Phone 3b' / 5 - 33 SS q1$ NW iWE Vat'► -it '33136 Contracting Ce., Char I CS Prryi ( n9 Qualifier Char ICS A-1,II State # CCC o5718g' Municipal # Competency # Ins. Co. Architect/Engineer Address kl Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL OOFING PAVING FENCE SIGN rits-aw. WORK DESCRIPTION '±.. rc- 4 �� -r a-� GQ Square Ft. 5 Estimated Cost (value) X t 1 S s 0 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 FINANCING, 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'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work construction and zoning. Furthermore, I authorize the above -named contractor to do the •rk s IC \ � ,■D - Alv - 7 /z rgnature of owner and/or Condo President Date es: (1ARLJ. •''' ENE A. MY COMMISSION # 1020 t EXPIRES: February 5, 2004 Bonded Thm Notary Public Underwdt•rt as to Owner FEES: PERMIT APPROVED: Zoning Mechanical RADON Plumbing C.C.F. Building • 141 Address Master Permit # ss# ( PhoneX3O5 3 Da+ 1)66 s ignature of Contractor or Own Notary as to Contr Date My Commiss NOTARY r Electrical CHARLENE J. MOBLEY MY COMMISSION # CC 901020 EXPIRES: February 5, 2004 Bonded Thtu Notary Public Underwdtete BOND TOTAL DUE applicable laws regulating al .co )-1 Date Structural Engineer 5104 APPENDIX "F" APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. ',II 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. AV/ 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) 1 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. ..W' 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. p Vt/ 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the Life expectancy and performance of the new roofing system. Ponding conditions may not be evident u ntil the original roofing system is removed. Ponding conditions should be corrected. Kam/ 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. (� V✓ 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in ex e servic life of the roof. Owner's/Agent's Signatufe Date Signature Contract Signature Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: C,harieS An 11 gooro ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) (Mortar- Adhesive Set Tile) ❑ (AsphaltfFiberglass Shingles) ❑ (Metal Roofs \Wood Shingles & Shakes) ❑ (Other) . ROOF TYPE ❑ New Roof ❑ Re- roofing ❑ Recovering Repair ❑ Maintenance Flat Roof Area (ft') Job Address: y D M 91 S Sloped Roof Area (ft') 5. 0 Total (ft') 5D Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): 0 Ft. A v Ft. A v Deck type: ( CQ ' 4 ATTACHMENT Fastener Type: Field: SPACING Perimeter: Corner: 10 DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) ROOF PLAN 123.01 -78 4199 Page -1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. I e Ventilation 7 MEAN HEIGHT Deck type: Underlaytnent: •I#o.S • Insulation: 12" ROOF SLOPF D E T A I L 3 SLOPED SYSTEM DESCRIPTION Fastener type & spacing: Cap Sheet: Roof Covering Drip edge: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals (Pmax1: X X (Aerodynamic Multiplier): ) - M (Pmax2: X X (Aerodynamic Multiplier): ) - M (Pmax3: X X (Aerodynamic Multiplier): ) - M TILE CALCULATIONS = M = M = M PCA: PCA: PCA: MIAMI -DADE PRODUCT CONTROL NOTICr Lamoti Roof Tile Inc. 1360 N.W. 29 St. Miami, FL. 33142 Your application for Product Approval of: Lamoti Mortar Set, Concrete " Flat Bern: n,' under Chapter 8 of the Miami -Dade County of Construction, and completely described in Testwell Craig Laboratories & Consultants has been recommended for acceptance by the Dade County, Florida under the specific cc : ' on page 9. This approval shall not be valid after the ex Office reserves the right to secure this proc.: plant for quality control testing. If this pro. Building Code Compliance Office may re. immediately. The Building Code Compli determined by the Building Code Compli: requirements of the South Florida Building The expense of such testing will be incurre ACCEPTANCE NO.: 98- 0713.06 EXPIRES: 01/20/2001 THIS IS THE COVERSHEET, SEE A' BUILDP This application for Product Approval hay Compliance.Office and approved by the 1_ Florida under the conditions set forth abov APPROVED:01 /28/1999 Internet mail address: postmaster@buildingcod co om F ACCEPTANCE „ manufacturer. : 94- 1222.11 -- viewed by the ode Committe MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Tale " Roofing Systems (305) 375 -2902 FAX (305) 372 -6339 governing the use of Alternate Materials and Types plans, specifications and calculations as submitted by: P.,ilding Code Compliance Office to be used in Miami- ns set forth on pages 2 -8 and the standard conditions :on date stated below. The Building Code Compliance r material at any time from a jobsite or manufar r material fails to perform in the approved manner, the edify, or suspend the use of such product or material ice reserves the right to revoke this approval, if it is )ffice that this product or material fails to meet the Raul Rodriguez Product Control Division Chief - \NAL PAGES FOR SPECIFIC AND GENERAL "[IONS )E COMMITTEE i -Dade Coun used in Mi Building Code ty, Francisco J. Quintana, R.A. Director Building Code Compliance Dept. Miami -Dade County Homepage: http : / /www.buildingcodeonline.com LAMOTI ROOF TILE Product Control No.: 98- 0713.06 Applicant: Lamoti Roof Tile 1360 Northwest 29th Street Miami, Florida 33142 Category: Prepared Roofing Sub - Category: Flat Profile Tile Type: Mortar Set Sub -Type: Concrete Product ROOFING SYSTE ti : " )TICE OF ACCEPTANCE TRADE NAMES OF P: , " " UCTS MANUFACTURED OR LABEL: Y APPLICANT TRADE NAMES OF PROD 1 " "' MANUFACTURED BY OTHERS #30 Felt N/A A. ! D 226 Saturated organic 11 felt to be used as a . nailed anchor sheet. #43 Coated Base N/A F. 7 2626 Saturated and • Sheet coated organic base sheet for single or double ply underlayment. 2 of 9 Product Control No.: 98- 0713.06 Approval Date: 01/28/1999 Expiration Date: 01/20/2001 Test Product Product Dimensions `' (ications Description Flat Bermuda Tile I = 16" \ 112 Flat profile, interlocking, concrete w = 10" roof tile. For direct deck, mortar '/:" thick set applications only. Trim Pieces I = varies ' \. 112 Accessory trim, concrete roof w = varies pieces for use at hips, rakes, ridges varying and valley terminations. thickness Manufactured for each tile profile. •st Product Dimensions cations Description Manufacturer generic generic Frank Zuloaga, RRC Roofing Product Control Examiner LAMOTI ROOF TILE Product Control No.: 98- 0713.06 Product Mineral Surface Cap Sheet Mopping Asphalt Flashing Cement Asphalt Primer Roofing Nails Tin Caps Dimensions N/A N/A N/A N/A min. 12 ga. with 3 /8" head min. 32 ga. min. 1 /8" o.d. max. 2" o.d. Test Specifications ASTM D 249 ASTM D312 type III or IV ASTM D 4586 ASTM D 41 PA 114 Appendix E PA 114 Appendix E Page 3 of 9 Product Descrip Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply underlayment system. Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and flashing applications. Cut back, asphalt based coating used to facilitate bonding of dissimilar materials. Annular ring shank, hot dipped, electro or mechanically galv. roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use in underlayment attachment Manufacturer generic generic generic generic generic generic Frank Zuloaga, RRC Roofing Product Control Examiner LAMOTI ROOF TILE Roof Tile Mortar ( "TileTiteTM ") Valley Flashing Drip Edge Product Testwell Craig Laboratories & Consultants, Inc. Testwell Craig Laboratories & Consultants, Inc. Dimensions N/A min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange min. 2" deck flange Test Agency Test Identifier Test Specifications PA 123 ASTM A 525 PA 111 EVIDENCE SUBMITTED Lab #: QC -5 Lab #: QC -6 Tech: M. Presciti Page 4 of 9 Product Control No.: 98- 0713.06 • Product Description Prepared mortar mix designed for mortar set roof tile applications. Galvanized steel valley flashing Galvanized steel drip edge Test Name/Report Static Uplift Testing PA 101 (Mortar Set) Physical Properties PA 112 Manufacturer Bermuda Roof Company, Inc. with current PCA generic generic Date May 1995 May 1995 Frank Zuloaga, RRC Roofing Product Control Examiner LAMOTI ROOF TILE Product Control No.: 98- 0713.06 Underlayment: Roofing Tile: SYSTEMS Deck Type: Wood, Non - insulated Deck Description: New construction 19/32" or greater plywood or wood plank. SYSTEM D: Mortar Set Application Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. Install underlayment system in compliance with Miami -bade Roofing Application Standard RAS 120. (See System Limitation #4.) Install tile in compliance with Miami -Dade County Roofing Application Standard RAS 120. (See "Data for Attachment Calculations" included in this Approval.) Comments: 1. For re -roof applications,'s / „” plywood is an acceptable substrate. Page 5 of 9 Frank Zuloaga, RRC Roofing Product Control Examiner LAMOTI ROOF TILE Product Control No.: 98- 0713.06 1. Fire classification is not part of this acceptance. SYSTEM LIMITATIONS 2. The standard minimum roof pitch for Lamoti Roof Tile's "Flat Bermuda Tile ", flat profile tile shall comply with Miami -Dade County Roofing Application Standards RAS 120, depending on the method of installation. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as uplift to meet or exceed the required moment of resistance determined in compliance with Miami -Dade Roofing Application Standard RAS 127. The tile profile listed herein has been tested for both wind characteristics and static uplift performance , therefore, attachment calculations' for installation in compliance with Miami -Dade Roofing Application Standard RAS 127 shall be done as an 'Uplift Based System' 4. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Miami -Dade Roofing Application Standards RAS 106, shall be performed. 5. For tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Section II of the Uniform Building Permit, a copy of Lamoti's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 8. The applicant shall retain the services of a Miami -Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Page 6 of 9 Frank Zuloaga, RRC Roofing Product Control Examiner LAMOTI ROOF TILE Product Control No.: 98-0713.06 Table 1: Average fr Tile Profile l Weight Flat Bermuda Tile I 7 . =. Table 2: Min Tile Profile Flat Bermuda Tile DATA . \TTACHMENT C CATIONS im u rn W) and Dimensions (I x w) 12 Testing Length - I (feet) 1.36 Width -w (feet) 0.84 g Load - F' (lbf) Attachment Resistance 70.70 stic Resistance 1 Testin .;e ation r Set 7of9 Frank Zuloaga, RRC Roofing Product Control Examiner LAMOTI ROOF TILE 1 " - --- - " --1 11 4- 1 318 .) RAWING of 9 Product Control No.: 98- 0713.06 1 --- 8 . - 1 8 " 9" LAMOTI Roo: - LAT BERMUDA TILE" 16" 3 Frank Zuloaga, RRC Roofing Product Control Examiner - • LAMOTI ROOF TILE Lamonti Roof Tile Inc. 1360 NW 29 St. Miami, FL .33142 NOTICE OF A r' 1 Renewal of this Acceptance Op; filed and the original submitted ( documents, are no older than eic 2 Any and all approved products F state, and the following statemer specifically stated in the specif Reqewals of Acceptance will nc a) There has been a change in product and the product is b) The product is no longer tl c) If the Acceptance holder h. including the correct instal' d) The engineer who original submitted, is no longer pra( 4 Any revision or change in the r; automatically be cause for ten,.. requested (through the filing o: office. 5 Any of the following shall also ' a) Unsatisfactory perform b) Misuse of this Accept:" other purposes. 6 The Notice of Acceptance num• followed by the expiration da' Notice of Acceptance is displ:. 7 A copy of this Acceptance as ■ shall be provided to the user by inspection at the job site at all 8 Failure to comply with any s: of Acceptance. 9 This Acceptance contains pap' Product Control No.: 98- 0713.06 r PTANCE NO: 98- 0713.06 :OVED : 01/28/1999 RES : 01/20/2001 ' DARD CONDITIONS ' red after a renewal application has been ng test supporting data, engineering t with the manufacturer's name, city, 'v Product Control Approved ", or as rance. ' ling Code affecting the evaluation of this :e code changes; .1) as the one originally approved; .:e requirements of this acceptance, •; sealed the required documentation initially - , fession. . facture of the product or process shall :e, unless prior written approval has been ith appropriate fee) and granted by this (this Acceptance: _ess; my product, for sales, advertising or any Miami -Dade County, Florida, and ::ising literature. If any portion of the its entirety. and other documents, where it applies, stributors and shall be available for be resealed by the engineer. be cause for termination and removal NCE I Frank Zuloaga, RRC Roofing Product Control Examiner Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE lg. - Job Address y )0,E. C 1 ST. Tax Folio /, 3-2- 1 5 Oc150 , Legal Description / Lessee / Tenant Olan c � W.!_ sc___ Master Permit # ..35 _ / 5T' Nancy CJawso Owner's Address �l � / 9/ Phone r9$ 30 Contracting Co. OLIO /71y RDG f i N Q ('nAI /{a , .-Li(, Address 95 / /l/ti) 9 9 r 5 7 ! - State # /?C UO5 k6alunicipal # ,207 Ss (20 Competency # ,7 f i 9 Ins.Co. Architect /Engineer Address Bonding Company Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SI l \ 13c,s42_ske e`1- h uS la � S 1n 5-3-c& L1 WORK DESCRIPTION - Par 44.- rbOI r) t,3c>r A Pc r't-o or\ 1- \O+ a S h� - >- a - 9 `7 € C ' -mac Cory pa : 'A - is ki6t w \. C ) LA 0. Estimated Cost(value) _4 - 7 a 3O C) Square Pt. � WARNING TO OWNER: YOU MUST RECORD A NOTICE di COMMENCEMENT AND YOUR FAILURE TO Dc SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTENT TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUI NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, an on the attached addendum (if applicable). I certify that all work will be performed to meet th standards of all laws regulating construction in this jurisdiction. I understand that separat permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work wil be done in compliance with all applicable laws regulating construction and zoning. Furthermore, authorize the above - named contractor to do the work stated. Signature o owner and /or Condo President Date: /� - as - i Notary as o Owner and My Commission Expires: ** * FEES: PERMIT RADON APPROVED: Zoning r. ANDEZ MY COMMISSION 8 CC 824212 �� 1 EXPIRES: October 10. 1997 9onded Titre Notary Pubtic Underwriters C.C.F. A '® Fire Building Address Mechanical Plumbing Signature of Contractor or Owner- Builder Date: /A. -� a j 2 • • ., 41 - -. Notary as t' Contrac My Commission Expire NOTARY MARYLOUi'F'NANDEZ r I MY COMMISSION 0 CC 324212 • ' EXPIRES: October 10. 1897 Bonded Piro Notary Putty Underwriters * t t t . 41 � 11r4i R TOTAL DUE Other 1 Electrical Engineering Volume 2.1 METRO - DADE BUILDING & ZONING ROOFING APPROVED APPLICATIONS SHINGLES TILES JULY, 1993 Up to this date, only Malarkey SBS shingles have been approved to be Installed in Dade County. Obtain Notice of Acceptance prior to the Installation of thls shingle. More information will be made available as It is obtained from the Code Compliance Dept. Two (2) plies of #30 ASTM D -226 are required at this time. Also tin caps 6" o.c. on laps and 12" o.c. on field. Any of this information is subject to change without notice. These are only GUIDELINES. Manufacturers specifications and Notice of Acceptance sheet must be placed at jobsite. Also no "Improving' Is allowed. Work must be done as per Notice of Acceptance. Ceramlca de Espatta (Neil -On System) Clay: Spanish "S" Tile Prodek, Inc. (Nail -On & Mortar Set Systems) Vulcan Clay: Spanish "S" Tile La Mancha Tiles: (Nail -On 8 Mortar Set Systems) Clay: Spanish 'S' Tile Metro Roof Tile: (Nall -On System) Spanish 'S' Cement Flat (Mortar Set) Best Clay Tile Corp.: (Mortar Set Systems) Spanish "S "Venezuela, S.A. Clay: "S" 'Salvador, S.A.' Lifetile (Nall -On Systems) Cement: Colonlal Slate Flat Espafia "S" Style Capri Almar (USA), Inc.: (Nail -On & Mortar Set Systems) Clay: Altusa "S" Tile Altusa Barrel F.R. Berle . Pioneer Concrete Tile: (Nall -On Systems) 2:12 pitch Cement: Hacienda Shake/Slate Rustic Shake Spanish "S Flat 9" Classic 100 Entegra Roof Tile: (Nail -On System) 2:12 pitch Cement: Estate Skandia Bender Roof Tile Ind.,Inc. (Nall -On System) 2:12 pitch Cement : Palermo Corrugated Nordic Flat Etema Roof The Manufacturing (Nail -On Systems) Cement: Estate Barrel Skandia Flat Marley Roof Tile: (Nail -On Systems) Cement Barcelona Castilla Monier Roof Tile: (Nail -On Systems) 2:12 pitch Cement: Mission "S" Cement Villa Flat Shake & Slate Vanguard II Roll Spanish "S" . Vanguard 11 Fial Classic "100" The tile shall be installed on a solid nallable dock of 5/6" thick plywood for all new construction or to 1/2" plywood deck on re- roofing. • The nailable deck shall be covered with a 030 Type II (ASTM 226) anchor sheet maintaining a 4" overlap and tin - capped 12 o.c. except 6" o.c. al the laps. Over this, a #90 mineral surface roll rooting shall be fully hot- mopped with nominal 2" laps with the concealed edge of lap tin- capped 12" o.c. except at the valley flashing. The galvanized steel strip shall be nailed over the #30 anchor sheet ® 4" o.c. and over lapped for 5 ". When required, and prior to the Installation of the tile, a formed 0.019 thick steel bird stop shall be Installed at the cave, which shall be bedded in mastic to the membrane and hand nailed to the roof 11" o.c. and near each end. The tile. maintaining a 3" head lap, shall be attached with two 10d plated steel gun nails per tile over a bed of roofing mastic applied to the #90 roll roofing, at nail penetrations. The eave tile, in addition to the 2 -10d nails, shall be attached with formed steel grip clips (refer to MOdr(4Calalog page •.) centered 4 3/4" from the nose of each tile. The dips shall be 0.043" thick by 12" wide, galvanized steel, attached with ono 10d galvanized steel hand driven nail located 1" from the 90 degree bend In the clip. The clip shall be inbedded In mastic applied to the roofing, at tho nail location. SUJLT -UP ROOF REQUIREMENTS: 1) Moisture test mandatory on any recovery. 2) Uplift test on any recovery. 3) No hot mopping of felts directly to Iso- Board. 4) System must meet 1 -90 requirements. You may refer to Factory Mutual or provide a lab tested system that will meet or exceed thls requirement. (not requirod for wood deck) r,) In'hll an approved be sheet. STRONG RECOMMENDATIONS: On commercial applications a continuous cleat Is strongly recommended both by manufacturers and the Building and Zoning Department. This detail is found on almost every manufacturer specification and the FM guidelines for perimeter flashing. Asphalt For Built -Up Roofing Features EVT shown on each carton All products meet ASTM D312 Printed cartons Description Asphalt used in bui. classified in four types Type I - Dead Level Type ! I 7 Flat Type 111 Steep Type IV Special Steep The product is available in ei cartons or bulk. All four type their specific •requiremen D312. Specification Mid States built up roofing asphalt rr exceeds ASTM D312 specifications. State does not specifically recom the type of asphalt to particular roof The seleldfic type asphalt must be ma de Benefits The best temperature and viscosity at point of application to assure the proper adhesion, waterproofing and application rate Assurance each shipment meets or exceeds the physical requirements of the specified roofing grade asphalt Clearly identifies manufacturer, type, flash point, EVT, Cartons are color coded for easy distinction between types Storage Precautions Protect all asph alt containers (fiber ons and steel drums) from prolonged sure to direct sunlight. vide suftic lent ventilation to avoid xcessive heat build -up in closed storage I asphalt contalners must be stored uprig A ny asphalt containers that tip over will flow. This ' is true of Type IV as well as dead level. The ho tter the weather, the uicker the asphalt will flow. lalt steel drums may be'double •stacked of pallets are used to separate the stacks Asphalts shall be homogenous and free of water and shall conform to these physical properties. Type 1 Min. Max. Type 11 Min. Max. Type 111 Min. Max Type IV Min. Max. Test Methods Softening Point (°F) 135 151 158 176 185 205 210 225 ASTM D36 Flash Point (°F) 475 — 475 — 475 — 475 — ASTM D92 Penetration. Units: ASTM D5 at 32 3 — 6 — 6 — 6 — at 77 18 60 18 40 15 35 12 25 at 115 90 180 — 100 — 90 — 75 Ductility at 77°F. cm 10.0 — • 3.0 — 2.5 — 1.5 — ASTM D113 Solubility in Trichloroethylene, % 99 — 99 — 99 — 99 — ASTM D2042 Asphalt For Built -Up Roofing Features EVT shown on each carton All products meet ASTM D312 Printed cartons Description Asphalt used in bui. classified in four types Type I - Dead Level Type ! I 7 Flat Type 111 Steep Type IV Special Steep The product is available in ei cartons or bulk. All four type their specific •requiremen D312. Specification Mid States built up roofing asphalt rr exceeds ASTM D312 specifications. State does not specifically recom the type of asphalt to particular roof The seleldfic type asphalt must be ma de Benefits The best temperature and viscosity at point of application to assure the proper adhesion, waterproofing and application rate Assurance each shipment meets or exceeds the physical requirements of the specified roofing grade asphalt Clearly identifies manufacturer, type, flash point, EVT, Cartons are color coded for easy distinction between types Storage Precautions Protect all asph alt containers (fiber ons and steel drums) from prolonged sure to direct sunlight. vide suftic lent ventilation to avoid xcessive heat build -up in closed storage I asphalt contalners must be stored uprig A ny asphalt containers that tip over will flow. This ' is true of Type IV as well as dead level. The ho tter the weather, the uicker the asphalt will flow. lalt steel drums may be'double •stacked of pallets are used to separate the stacks Asphalts shall be homogenous and free of water and shall conform to these physical properties. Manville Built -Up • Roofing Systems • Prior to application, cut the cap sheet into manageable lengths (12' - 18) and allow to flatten. When nailers are required, cut the cap sheet into lengths which conform to the nailer spacing. Using Manville GlasKap and starting at the low edge of the roof, apply the cap sheet, being sure to maintain 2" side laps and 6" end laps over the preceding sheets. Position the cap sheet upside -down over the preceding coarse. Apply a full width mopping of asphalt to the substrate (30 - 40 lbs. per square) and flop the cap sheet into it. The temperature of the asphalt when applied must be such that, when the cap sheet is set into it, its temperature is approximately 20 °F above the EVT. This will assure proper fluxing of the back coating on the cap sheet and result in maximum bonding. The cap sheet must be firmly and uni- formly set into the hot asphalt with all edges well sealed. Built-Up Roofing Over Nalfable Decks: These specifications are for use over any type of structural deck (without insulation) which can receive and adequately retain nails or other types of mechanical fasteners recommended by the deck manufacturer. Examples of such decks are wood and plywood. Select specifications are eligible for use over lightweight insulating concrete decks or over fill made of lightweight insulating concrete. Contact the Manville Roofing Systems District Technical Services Specialist for approval of the lightweight fill to be used. Over wood decks one ply of sheathing paper must be used under the base felt next to the deck. The specifications in this section require the use of a nailable base felt. Use nails or fasteners appropriate to the type of deck. Smooth and Gravel- Surfaced Systems, Four -Ply Roof Membranes: Using Manville GlasBase or Ventsulation and starting at the low edge of the roof, start with an 18" width. The following felts are to be applied full width, lapping each felt 2" over the preceding one. Nail the laps 9" o.c. and, down the longitudinal BUR Membrane Specifications 07500 /MAN BuyLine 5318 center of each felt, place two rows of nails with the rows spaced approximately 11" apart and the nails, staggered with those in the adjacent row, on approximately 18" centers. Over the in -place base felt, using Manville GIasPIy Premier or GIasPIy IV and starting at the low edge of the roof, apply one 12" wide sheet, then over that, one 24" wide sheet, then over both, a full 36" wide sheet. The following felts are to be applied full width, overlapping the preceding felt by 24 so that at least 3 plies of felt cover the base felt at all locations. Three -Ply Roof Membranes: Using Manville GlasBase or Ventsulation and starting at the low edge of the roof, start with a 12" width. The following felts are to be applied full width, lapping each felt 2" over the preceding one. Nail the laps at 9" centers and down the longitudinal center of each felt, place 2 rows of nails with the rows spaced approximately 11" apart and the nails, staggered with those in the adjacent row, on approximately 18" centers. Over the in -place base felt, using Manville GIasPIy Premier or GIasPIy IV and starting at the low edge of the roof, apply one 18" wide sheet, then over that, a full 36" wide sheet. The following felts are to be applied full width, overlapping the preceding felt by 19" so that at least 2 plies of felt cover the base felt at all locations. Install each ply felt so that it will be firmly and uniformly set, without voids, into the hot asphalt, within 25 °F of the asphalt's EVT, applied just before the felt at a nominal uniform rate of 23 lbs. per square over the entire surface. Finish the entire surface with a uniform coating of the selected surfacing or flood the surface with the appropriate asphalt, at an approximate rate of 60 lbs. per square, and while it is still hot embed therein an acceptable gravel at the rate of approximately 400 lbs. per square or an acceptable slag at a rate of 300 lbs. per square. Mineral - Surfaced Cap Sheet Systems Four -Ply Roof Membranes: Using Manville GlasBase or Ventsula- tion and starting at the low edge of the roof, start with a 12" width. The following felts are to be applied full width, lapping each felt 2" over the preceding one. Nail the laps 9" o.c., and down the longi- tudinal center of each felt place two rows of nails with the rows spaced approximately 11" apart and the nails staggered with those in the adjacent row, on approximately 18" centers. Over the in place base felt, using Manville GlasPly Premier or GlasPly IV and starting at the low edge of the roof, apply one 18" wide sheet, then over that, a full 36" wide sheet. The following felts are to be applied full width, overlapping the preceding felt by 19" so that at least 2 plies of felt cover the base felt at all locations. Finish the surface with GlasKap fiber glass mineral surfaced cap sheet. Three -Ply Roof Membranes: Using Manville GlasBase or Ventsulation and starting at the low edge of the roof, start with a 24" width. The following felts are to be applied full width, lapping each felt 2" over the preceding one. Nail the laps 9" o.c. and down the longitudinal center of each felt place two rows of nails with the rows spaced approximately 11" apart and the nails staggered with those in the adjacent row, on approximately 18" centers. Over the in -place base felt, using Manville GlasPly Premier or GlasPly IV and starting at the low edge of the roof, apply one 18" wide sheet, then a full 36" wide sheet, overlapping the preceding felt by 2 ". All following felts are to be applied full width overlapping the 13 BUILT -UP ROOF REQUIREMENTS: 1) Moisture test mandatory on any recovery. 2) Uplift test on any recovery. 3) No hot mopping of fells directly to Iso-Board. 4) System must meet 1 -90 requirements. You may refer to Factory Mutual or provide a lab tested system that will meet or exceed this requirement. (not required for wood deck) ',) Inctall in approved base sheet. TILES Volume 2.1 METRO - DADE BUILDING & ZONING ROOFING APPROVED APPLICATIONS JULY, 1993 SHINGLES Up to this date, only Malarkey SBS shingles have been approved to be installed in Dade County. Obtaia Notice of Acceptance prior to the Installation of this shingle. More Information will be made available as it is obtained from the Code Compliance Dept Two (2) plies of #30 ASTM 0-226 are required at this time. Also tin caps 6" o.c. on laps and 12" o.c. on field. Any of this information is subject to change without notice. These are only GUIDELINES. Manufacturers specifications and Notice of Acceptance sheet must be placed at jobsite. Also no "Improving' is allowed. Work must be done as per Notice of Acceptance. Ceramica de Espafta (Noll -On System) Clay: Spanish 'V Tile Prodek, Inc. (Nail -On & Mortar Set Systems) Vulcan Clay: Spanish Tile Le Mancha Tiles: (Nail -On & Mortar Set Systems) Clay: Spanish 'S' Tile Metro Roof TIIe: (Nail -On System) Spanish "S' Cement Flat (Mortar Set) Best Clay Tile Corp.: (Mortar Set Systems) Spanish "S ' Venezuela, S.A.' Clay: "S "Salvador, S.A." Llfetile (Nall -On Systems) ' Cement Colonial Slate Flat Esparta •S' Style Capri Almar (USA), Inc.: (Nail -On & Mortar Set Systems) Clay: Allusa •S' Tile Altusa Barrel F.R. Borja Pioneer Concrete Tile: (Nall -On Systems) 2:12 pitch Cement: Hacienda' Shake/State Rustic Shake Spanish'S Flat 9' Classic 100 Entegra Roof Tile: (Nail -On System) 2:12 pitch Cement Estate Skandla Bender Roof Tile Ind.,Inc. (Nail -On System) 2:12 pitch Cement : Palermo Corrugated Nordic Flat Etema Roof 111e Manufacturing (Nail -On Systems) Cement: Estate Barrel Skandla Flat Marley Roof Tile: (Nail -On Systems) Cement Barcelona Castiile Monier Roof Tile: (Nail-On Systems) 2:12 pitch Cement: Mission 'V Cement Vlffa • Flat Shake & Slate Vanguard II Roil Spanish •S' . Vanguard II Flat Classic '100" The tile shall be installed on a solid natlable dock of 5/8• thick plywood for all new construction or to 1R' plywood deck on re- roofing. , • The nailable deck shall be covered with a #30 Type 11 (ASTM 226) anchor sheet maintaining a 4' overlap and tin - capped 1 Y o.c. except 6' o.c. at the laps. Over this, a #90 mineral surface roll roofing shag be fully hot - mopped with nominal 2' laps with the concealed edge of lap tin 1r o.c. except al the valley flashing. The galvanized steel strip shall be nailed over the #30 anchor sheet ® 4" o.c. and over lapped for F. When required. and prior to the Installation of the tile, a formed 0.019 thick steel bird stop shall be Installed at the cave, which shall be bedded in mastic to the membrane and hand nailed to the roof 11' o.c. and near each end. The tile. maintaining a 3' head lap, shall be attached with two 10d plated steel gun naffs per tile over a bed of roofing mastic applied to the #90 roll roofing, at nail penetrations. The eave tile, in addition to the 2 -10d nails, shall be attached with formed steel grip clips (refer to Mo•rt4Catalog page , �•.) centered 4 3/4' from the nose of each tile. The clips shall be 0.043' thick by vr wide, galvanized steel, attached with one 10d galvanized steel hand driven nail located 1' from the 90 degree bend In the dip. The clip shall be inbedded In mastic applied to the roofing, at the nail location. STRONG RECOMMENDATIONS: On commercial applications a continuous cleat Is strongly recommended both by manufacturers and the Building and Zoning Department. This detail is found on almost every manufacturer specification and the FM guidelines for perimeter flashing. Asphalt For Built-Up Roofing Features EVT shown on each carton All products meet ASTM D312 Printed cartons Description Asphalt:: used in bi • classified;:in:::four,::,...• Type 11 - FIat Type IV - Special Steep The product is available in aitt cartons or::.bUlk::; their specific ................. D312. • Specification Mid States.builtiup:.F.aotnvaspnoti,.......... exceed s-ASTM..--p"1spe.cif State does not specificafly recommer thetypeotasphatttob particular roof. The $ type asphalt must b - Phvsical Re uirements—A TM D312 Benefits The best temperature and viscosity at point of application to assure the proper adhesion, waterproofing and application rate Assurance each shipment meets or exceeds the physical requirements of the specified roofing grade asphalt Clearly identifies manufacturer, type, flash point, EVT, Cartons are color coded for easy distinction between types Storage Precautions .......... , • • • .... ••• • ' " Protect all asphalt containers (fiber ons and steel drums) from prolonged sUrelOitfireCtsunlig.ht. • .rovide sufficient ventilation to avoid excessive heat build-up in closed storage Alt as phalt containers must be stored upright. . containers that tip over will flow. :This is true of Type IV as well as ead..level. The hotter the weather, the asphalt will flow, ee d rums m ay be double -.• stacked 11 pauets are used to separate the .... Asphalts shall be homogenous and free of water and shall conform to these physical properties. Type 1 Min. Max. Type 11 Min. Max. Type III Min. Max Type IV Min. Max. Test Methods Softening Point (°F) 135 151 158 176 185 205 210 225 ASTM D36 Flash Point (°F) 475 — 475 — 475 — 475 — ASTM 092 Penetration, Units: ASTM D5 at 32 3 — 6 — 6 — 6 — at 77 18 60 18 40 15 35 12 25 at 115°F 90 180 — 100 — 90 — 75 Ductility at 77°F, cm 10.0 — : 3.0 — 2.5 — 1.5 — ASTM D113 Solubility in Trichloroethylene. % 99 — 99 — 99 — 99 — ASTM D2042 Asphalt For Built-Up Roofing Features EVT shown on each carton All products meet ASTM D312 Printed cartons Description Asphalt:: used in bi • classified;:in:::four,::,...• Type 11 - FIat Type IV - Special Steep The product is available in aitt cartons or::.bUlk::; their specific ................. D312. • Specification Mid States.builtiup:.F.aotnvaspnoti,.......... exceed s-ASTM..--p"1spe.cif State does not specificafly recommer thetypeotasphatttob particular roof. The $ type asphalt must b - Phvsical Re uirements—A TM D312 Benefits The best temperature and viscosity at point of application to assure the proper adhesion, waterproofing and application rate Assurance each shipment meets or exceeds the physical requirements of the specified roofing grade asphalt Clearly identifies manufacturer, type, flash point, EVT, Cartons are color coded for easy distinction between types Storage Precautions .......... , • • • .... ••• • ' " Protect all asphalt containers (fiber ons and steel drums) from prolonged sUrelOitfireCtsunlig.ht. • .rovide sufficient ventilation to avoid excessive heat build-up in closed storage Alt as phalt containers must be stored upright. . containers that tip over will flow. :This is true of Type IV as well as ead..level. The hotter the weather, the asphalt will flow, ee d rums m ay be double -.• stacked 11 pauets are used to separate the .... Asphalts shall be homogenous and free of water and shall conform to these physical properties. Manville Built -Up • Roofing Systems • Prior to application, cut the cap sheet into manageable lengths (12' - 18') and allow to flatten. When nailers are required, cut the cap sheet into lengths which conform to the nailer spacing. Using Manville GlasKap and starting at the low edge of the roof, apply the cap sheet, being sure to maintain 2" side laps and 6" end laps over the preceding sheets. Position the cap sheet upside-down over the preceding coarse. Apply a full width mopping of asphalt to the substrate (30 - 40 lbs. per square) and flop the cap sheet into it. The temperature of the asphalt when applied must be such that, when the cap sheet is set into it, its temperature is approximately 20°F above the EVT. This will assure proper fluxing of the back coating on the cap sheet and result in maximum bonding. The cap sheet must be firmly and uni- formly set into the hot asphalt with all edges well sealed. Built-Up Roofing Over Nailable Decks: These specifications are for use over any type of structural deck (without insulation) which can receive and adequately retain nails or other types of mechanical fasteners recommended by the deck manufacturer. Examples of such decks are wood and plywood. Select specifications are eligible for use over lightweight insulating concrete decks or over fill made of lightweight insulating concrete. Contact the Manville Roofing Systems District Technical Services Specialist for approval of the lightweight fill to be used. Over wood decks one ply of sheathing paper must be used under the base felt next to the deck. The specifications in this section require the use of a nailable base felt. Use nails or fasteners appropriate to the type of deck. Smooth and Gravel- Surfaced Systems, Four -Ply Roof Membranes: Using Manville GlasBase or Ventsulation and starting at the low edge of the roof, start with an 18" width. The following felts are to be applied full width. lapping each felt 2" over the preceding one. Nail the laps 9" o.c. and, down the longitudinal BUR Membrane Specifications 07500/MAN BuyLine 5318 center of each felt, place two rows of nails with the rows spaced approximately 11" apart and the nails, staggered with those in the adjacent row, on approximately 18" centers. Over the in -place base felt, using Manville GlasPly Premier or GlasPly IV and starting at the low edge of the roof, apply one 12" wide sheet, then over that, one 24" wide sheet, then over both, a full 36" wide sheet. The following felts are to be applied full width, overlapping the preceding felt by 24 so that at least 3 plies of felt cover the base felt at all locations. Three -Ply Roof Membranes: Using Manville GlasBase or Ventsulation and starting at the low edge of the roof, start with a 12" width. The following felts are to be applied full width, lapping each felt 2" over the preceding one. Nail the laps at 9" centers and down the longitudinal center of each felt, place 2 rows of nails with the rows spaced approximately 11" apart and the nails, staggered with those in the adjacent row, on approximately 18" centers. Over the in -place base felt, using Manville GlasPly Premier or GlasPly IV and starting at the low edge of the roof, apply one 18" wide sheet, then over that, a full 36" wide sheet. The following felts are to be applied full width, overlapping the preceding felt by 19" so that at least 2 plies of felt cover the base felt at all locations. Install each ply felt so that it will be firmly and uniformly set, without voids, into the hot asphalt, within 25 °F of the asphalt's EVT, applied just before the felt at a nominal uniform rate of 23 lbs. per square over the entire surface. Finish the entire surface with a uniform coating of the selected surfacing or flood the surface with the appropriate asphalt, at an approximate rate of 60 lbs. per square, and while it is still hot embed therein an acceptable gravel at the rate of approximately 400 lbs. per square or an acceptable slag at a rate of 300 lbs. per square. Mineral- Surfaced Cap Sheet Systems Four -Ply Roof Membranes: Using Manville GlasBase or Ventsula- tion and starting at the low edge of the roof, start with a 12" width. The following felts are to be applied full width, lapping each felt 2" over the preceding one. Nail the laps 9" o.c., and down the longi- tudinal center of each felt place two rows of nails with the rows spaced approximately 11" apart and the nails staggered with those in the adjacent row, on approximately 18" centers. Over the in place base felt, using Manville GIasPIy Premier or GlasPly IV and starting at the low edge of the roof, apply one 18" wide sheet, then over that, a full 36" wide sheet. The following felts are to be applied full width, overlapping the preceding felt by 19" so that at least 2 plies of felt cover the base felt at all locations. Finish the surface with GlasKap fiber glass mineral surfaced cap sheet. Three-Ply Roof Membranes: Using Manville GlasBase or Ventsulation and starting at the low edge of the roof, start with a 24" width. The following felts are to be applied full width, lapping each felt 2" over the preceding one. Nail the laps 9" o.c. and down the longitudinal center of each felt place two rows of nails with the rows spaced approximately 11" apart and the nails staggered with those in the adjacent row, on approximately 18" centers. Over the in -place base felt, using Manville GlasPly Premier or GlasPly IV and starting at the low edge of the roof, apply one 18" wide sheet, then a full 36" wide sheet, overlapping the preceding felt by 2 ". All following felts are to be applied full width overlapping the 13 Disapproved (Signed) APPLICATION FOR BUILDING PERMIT Application is hereby uindc for the approval of the detailed statement ur rile plans and specifications herewith submitted for the build • inc 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 iltriltlirrg 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 pregreu of the work. Owner's Name and Address A 4 Es ..,.. _ Registered Architect and /or Engineer Sov9a doe A.) p.e ° ,5 e /dam I�G ae III)/ 73 ®w' �C6 /60" Name and address of licensed contractor... .� ... Co Co evS _.r..._. �� - __. Location anil legal description of lot to be built on: Lot 7 l rt3 46 asr Block / Subdivision 6-e. .. 1 9 e' Z76 L"-- . __ Street and Number where work is to be done b""$ ® (�a 2I 37 5 .04e6 7 : .._ _ M State work to be done and purpose of building (by floors)..._ -1p ®r 1-00.4e__. "tech' MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT 4 Date Date..._..._...__... / , 19. _ No..P .. E. Street... / 0 • and for no other purpose. Ncw Building Remodeling " Addition Repair, No. of Stories To be constructed of Kind of foundation — �®° `� Roof Covering Estimated Total cost of improvements $ .fl a— of Permit S. *If` 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.. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of l.rbur under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, anti has complied ssitlr the provisions 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 sit _.f the work such public notice or notices as are required by the Art. The undersigned agrees to employ only such subco . ,ran s, on to be performed under this pennit, as are licensed by Miami Shores Village. Remarks..._ (Signed) STATE OF FLOP,IDA, 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, 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 Permit stated a true.. ( Pmit No.._ ^r # 04� Date ....l ?C1 ........._._ Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building inspector My Commission Expires PLANNING BOARD DATE Chair;nan Member Member Member \fcmber .. _ .._..--- ...._..._._...._....... 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 lens been obtained from the P1.tnning liu.ard. A re.in'pcctiun fee of 51.00 will be charged when such re-inspection is made necessary by Improper notice for inspection or faulty materials anu /or workmanship. MIAMI SHORES VILLAGE // z-vG /i a os APPLICATION FOR BUILDING PERMIT d Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for t 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 Name and address of licensed contractor and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done `A La L State }yolk to be done and purpose of building (by flo ss ) ■ Disapproved ( Signed) Building Inspector BUILDING INSPECTION DEPARTMENT L�1 Date 0 192_ V �Sct No `0.A Street ate k o { t-c 4 -EH f? Read, Sworn to and Subscribed before me. k\s and for no other purpose. Repairs No. of Stories Roof Covee g New Building Remodeling Addition To be constructed of Kind of foundation Estimated Total cost of improvements $ _ � , � __ Amount of Permit $ 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 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 provisions 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 ublic notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under tI is permit, as are licensed by Miami Shores Village. Remarks ( Signed 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, 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 Notary Public, State of Florida 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 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. January 9, 2002 Mr. John W. Wyatt, P.E. NE 440 91s Street Miami Shores, Florida 33138 Subject: Dear Mr. Wyatt: Report of a Geotechnical Exploration Wyatt Residence — Building Addition HRES Project No. HR01 -082R HR Engineering and Services, Inc. (HRES) has completed a geotechnical exploration for the subject project. The purpose of this exploration was to develop information concerning the site and subsurface conditions in order to provide geotechnical foundation recommendations and site preparation requirements for the proposed building addition. We appreciate the opportunity of working with you on this project and look forward to our continued association. Please contact us if you have any questions about this report, or if we may be of further assistance. Sincerely, HR ENGINEERING ERVICES, INC. ele I elf ernando R. Ra •s, P.E. rincipal Geotec nical Engin er Florida Registrat'en 42045 J 3 vL Distribution: Addressee (3) File ( I) 1- Ir01- 082r- geo- wyatt.doc z 8298 NW South River Drive Medley, FL 33166 Phone: (305) 885 -5622 Fax: (305) 885 -5434 Type Insp'n Date Tim. -, Permit No. 'Name Address Company Phone #(2 For Inspect Correctio ❑ Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 0 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date d Time -7 Type Insp'n Permit No. Nang .� Address ` 7 Company Phone # For Inspector:( Approved Correction Re- Insp'n Fee G 7 - / j /Oame 20 00 1 ` -1/- l-11 Wyatt Residence — Building Addition January 9, 2002 HR Engineering Services, Inc. HRES Project No. HR01- 082R -geo PAGE 1.0 EXECUTIVE SUMMARY 1 -1 2.0 PROJECT INFORMATION 2 -1 3.0 FIELD EXPLORATION 3 -1 4.0 SITE AND SURFACE CONDITIONS 4 -1 4.1 SITE CONDITIONS 4 -1 4.2 SURFACE CONDITIONS 4 -1 4.2.1 General 4 -1 4.2.2 Soils 4 -1 4.2.3 Groundwater 4 -2 5.0 RECOMMENDATIONS 5 -1 5.1 GENERAL 5 -1 5.2 FOUNDATION DESIGN 5 -1 5.2.1 Settlement Potential 5 -2 5.2.2 Ground Slab Support 5 -2 5.3 SITE PREPARATION 5 -2 5.3.1 Surface Stripping 5 -2 5.3.2 Removal of Old Footings and Existing Septic Tank System 5 -3 5.3.3 Surficial Soil Compaction 5 -3 5.3.4 Structural filling and backfilling 5 -3 5.3.5 Backfilling of Excavated Drainage and Old Footings 5-4 5.4 SURFACE WATER AND SHALLOW GROUNDWATER CONTROL 5 -4 5.5 GENERAL CONSTRUCTION MONITORING AND TESTING GUIDELINES 5-4 5.6 SAMPLE STORAGE 5 -5 APPENDIX: Site Location Map Field Exploration Plan Test Boring Records Field Exploration Procedures TABLE OF CONTENTS Wyatt Residence — Building Addition January 9, 2002 HR Engineering Services, Inc. HRES Project No. HR0 /- 082R -geo 1.0 EXECUTIVE SUMMARY The purpose of this exploration was to develop information concerning the site and subsurface conditions in order to evaluate the site preparation requirements and provide foundation recommendations for support of the planned one -story structure addition to the existing residence. Our evaluation focused on a shallow foundation system. The foundation supporting the structure addition can be placed directly on top of the existing sandy soils. • We recommend continuous footings for support of the structure. Footings should bear at least 1.5 feet below the finished exterior grade in order to provide confinement of the sandy bearing soils. • The footings may be designed using an allowable soil bearing pressure of 2,000 psf after our site preparation recommendations presented in this report have been implemented. • Since a portion of the new addition is within an existing septic tank and its associated drain field, prior construction of the structure's foundation, the existing septic tank and drain field need to be relocated. In addition, the excavation left after the removal of the septic tank and drain field needs to be backfilled with suitable compacted structural fill in order to avoid unwanted settlements of the new structure. Wyatt Residence — Building Addition January 9, 2002 HR Engineering Services, inc. HRES Project No. HR01- 082R -geo 2.0 PROJECT INFORMATION Preliminary project information was provided by Mr. John W. Wyatt, P.E., the owner, and Ms. Adriana Savino of Savino, Miller Design Studio. We understand the following: • The addition to the existing residence will have dimensions of approximately 29 feet in the east -west direction by 16.5 feet in the north -south direction. • The final floor elevation of the addition will be at +10.13 feet, one step lower than the existing structure. No crawling space will be constructed. Structural information has not been provided at the time of the preparation of this report; however, we assumed the following: • Individual column loads (if any) will not exceed 50 kips. • Bearing wall loads will not exceed 3klf. • Less than 2 feet of earthwork fill will be required to bring the different areas of the site to the desired grade. Wyatt Residence — Building Addition January 9, 2002 HR Engineering Services, Inc. HRES Project No. HROI- 082R -geo 3.0 FIELD EXPLORATION A total of two test borings were performed by HR Engineering Services, Inc. on November 17, 2001. The test borings were drilled to depths ranging from 10 to 12 feet below the existing ground surface. The approximate test boring locations are shown in the Field Exploration Plan in the Appendix. The test borings were drilled in general accordance with the procedures presented in the Appendix. The Test Boring Records in the Appendix show the penetration resistance and present the soil description for each test boring. The stratification lines and depth designations on the boring records represent approximate boundaries between soil types. In some instances, the transition between soil types may be gradual. The water levels reported on the Test Boring Records represent the conditions at the time of our exploration. A brief description of the exploratory drilling and sampling techniques used is presented in the Field Exploration Procedures section in the Appendix. Range in Depth, Feet Soil Description 0.0 to 0.3 3" Topsoil 0.3 to 7.0 Very Loose to Loose tan to brown fine SAND 7.0 to 12.0 Very Loose to Medium Dense tan fine SAND with some limestone fragments 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Wyatt Residence — Building Addition January 9, 2002 HR Engineering Services, Inc. lIRES Project No. HR01- 082R -geo 4.1 SITE CONDITIONS HRES personnel observed the site conditions on November 17, 2001. The site is presently occupied by a one -story CBS structure having a final floor elevation at +10.73 feet. The existing structure appears to be performing well and we understand that it is supported on a shallow foundation system. The existing residence has a crawling space between the floor slab and the ground. 4.2 SUBSURFACE CONDITIONS 4.2.1 General 4.2.2 Soils 4.0 SITE AND SUBSURFACE CONDITIONS The Test Boring Records in the Appendix should be consulted for a detailed description of the subsurface conditions encountered at each boring location. When reviewing the boring records, it should be understood that soil condition might vary between boring locations. The following table summarizes the general conditions encountered by the borings. For detailed information, refer to the Test Boring Records in the Appendix. Table 4.2.2 Summary of Subsurface Conditions 4- 1 Wyatt Residence — Building Addition January 9, 2002 HR Engineering Services, Inc. HRES Project No. HRO1- 082R -geo 4.2.3 Groundwater The groundwater level was measured at the boring locations at the time of drilling. Groundwater was encountered at a depth of approximately 5.5 feet below the existing ground surface. Fluctuation in the observed groundwater levels should be expected due to seasonal climatic changes, construction activity, rainfall variations, surface water runoff, and other site - specific factors. Wyatt Residence — Building Addition January 9, 2002 HR Engineering Services, Inc. HRES Project No. HR01- 082R -geo 5.1 GENERAL 5.0 RECOMMENDATIONS The following recommendations are based on the previously discussed project information, our observations at the site, interpretation of the data obtained during the exploration and our experience with similar projects. Soil penetration data have been used to estimate the strength parameters used in the analysis. The field test data have been evaluated based on commonly accepted geotechnical methods for foundation design of structures bearing on soils similar to those encountered at the site. The assessment of site environmental conditions of the presence of pollutants in the soil, rock or groundwater of the site is beyond the proposed scope of this exploration. 5.2 FOUNDATION DESIGN We consider the site subsurface conditions satisfactory for support of the proposed one -story structure addition on a shallow foundation system after our site preparation recommendations presented in Section 5.3 have been implemented. The individual and continuous footings may bear on the compacted acceptable existing sandy soils. The footings may be designed using an allowable soil bearing pressure of 2,000 psf. Footings should bear at least 1.5 feet below the finished exterior grade to provide confinement of the sandy bearing soils. Minimum footing widths of 18 and 24 inches are recommended for continuous and individual spread footings, respectively, even though the allowable bearing pressure may not be fully developed in all cases. Where the footings bear on compacted natural suitable soils or compacted structural fill, densities equivalent to at least 95 percent of the Modified Proctor maximum dry density (ASTM D -1557) should be achieved in the upper 12 inches of footing bearing level soils. Wyatt Residence — Building Addition January 9, 2002 HR Engineering Services, inc. HRES Project No. HR0J- 082R -geo 5.2.1 Settlement Potential We have compared the field test data obtained in this exploration with our experience with similar structures and empirical correlations for bearing and settlement. Assuming the recommended site preparations are followed and using an allowable bearing pressure of 2,000 psf, we have estimated that the total settlement of the structure will be less than 1 inch. Differential settlements (along the length of a continuous wall footing) should be approximately one -half of the total settlement. These settlements are primarily the result of elastic compression of the sandy bearing soils and should occur almost immediately upon the application of the dead load during construction. 5.2.2 Ground Slab Support The ground supported concrete slab for the one -story structure may be constructed directly on compacted suitable natural sandy soils or on compacted structural fill. The natural soils or structural fill material should be compacted to a density of at least 95 percent of the Modified Proctor maximum dry density. The density should be achieved in the upper 12 inches of the bearing soils. A vapor barrier should be installed on top of the compacted material before placing the concrete to help reduce dampness on the surface of the floor slab. We recommend that slabs be jointed around the walls to permit slabs and foundations to settle differentially. 5.3 SITE PREPARATION The site preparation outlined below should be followed in order for the above foundation system to perform as discussed in previous sections. 5.3.1 Surface Stripping We recommend that prior to proceeding with the construction, all vegetation, topsoil, roots, old foundations, septic tank, drain field, and other unacceptable materials be stripped and removed from the construction areas for a distance of at least 5 feet beyond the limits of the new addition. Wyatt Residence — Building Addition January 9, 2002 HR Engineering Services, Inc. HRES Project No. HR0I- 082R -geo 5.3.2 Removal of Old Footings and Existing Septic Tank System After stripping, we recommend the following: • Remove all old footings. • Remove the existing septic tank and drain field 5 feet beyond the new structure's footprint. • Backfill the excavated areas using suitable compacted structural fill. 5.3.3 Surficial Soil Compaction After stripping and the site grades have been reasonably leveled, the exposed soils at the stripped surfaces should be proofrolled. The structure's footprint should be compacted with overlapping passes of a relatively light to moderate weight vibratory drum roller. Densities equivalent to at least 95 percent of the Modified Proctor maximum dry density (ASTM D -1557) should be uniformly obtained to a depth of at least 12 inches below the compacted excavated surface. Regardless of the degree of compaction achieved, a minimum of eight complete coverages should be made with the roller in the area of the new structure in order to help increase the density and improve the uniformity of the underlying bearing soils. The roller coverages should be divided evenly into two perpendicular directions. 5.3.4 Structural Filling and Backfilling After stripping and surface soil compaction, the structural fill may be placed if needed. The structural fill should be placed in lifts not exceeding 12 inches in loose thickness when using the vibratory roller. Each lift should be thoroughly compacted with the vibratory roller until densities equivalent to at least 95 percent of the Modified Proctor maximum dry density are uniformly obtained. Structural fill or backfill should consist of an inorganic, non - plastic, granular soil containing less than 10 percent material passing the No. 200 mesh sieve (relatively clean sand or a crushed limerock with a three -inch maximum particle size) with a Unified Soil Classification of GP, GW, SP, or SW. Wyatt Residence — Building Addition January 9, 2002 I-IR Engineering Services, Inc. HRES Project No. HR01- 082R -geo 5.3.5 Backfilling of Excavated Septic Tank, Drain Field and Old Footings The existing septic tank and drain field will be relocated and the excavation backfilled with compacted structural fill as indicated in Section 5.3.4. The excavation should be backfilled as follows: • Remove the septic tank and drain field material (including organic matter) down to clean sand. • Use a heavy tamper or a small vibratory roller to densify the exposed sandy surface. Apply several passes (at least 8 passes) of the heavy tamper. Field density testing is not necessary. • Place additional layers of structural fill or clean gravel material over the compacted surface in Efts not exceeding 12 inches in loose thickness. Each lift should be thoroughly compacted with the vibratory equipment. Field density testing of the gravel is not required. If structural limerock fill is used, each lift should be compacted to densities of at least 95 percent of the Modified Proctor maximum density (ASTM D- 1557). • The last lift of the gravel material should be placed 12 inches below the bottom of the footings. The material above the gravel should consist of compacted sand or limerock. This last layer should be compacted in general accordance with Section 5.3.4. 5.4 SURFACE WATER AND SHALLOW GROUNDWATER CONTROL The need for significant groundwater control during construction is not anticipated. The need for surface water runoff control should be anticipated during the site preparation and foundation construction process. Lack of proper controls could result in ponding surface water on compaction surfaces. The ponded water will also impede or prevent necessary soil compaction operations and make construction trafficability difficult. 5.5 GENERAL CONSTRUCTION MONITORING AND TESTING GUIDELINES Prior to initializing compaction operations, we recommend that representative samples of the structural fill material to be used. These samples will be tested to determine their compaction and classification characteristics. As part of this testing, the maximum dry density, optimum moisture content, gradation and plasticity characteristics of these materials should be determined. The tests are needed to determine if the materials are acceptable and for compaction quality control. A representative number of in -place field density tests should be performed in the compacted existing soils and in each lift of structural fill or backfill to confirm that the required degree of 5- 4 Wyatt Residence — Building Addition January 9, 2002 HR Engineering Services, Inc. I-IRES Project No. HR01- 082R -geo compaction has been obtained. We recommend that at lest one density test be performed for each of the following items: ✓ Every 2,500 square feet of compacted existing fill ✓ Every 2,500 square feet per lift of compacted fill. 5.6 SAMPLE STORAGE We will keep the soil samples retrieved for this exploration program at our office for a period of 60 days from the date of this report. After that, we will discard these samples. APPENDIX Site Location Map Field Exploration Plan Test Borings Records Field Exploration Procedures '''' 7. `1 F _N --- _ -- :NEpiTstr- - - r ----) —_, L — ---- NE_96th SE:= F ri NE 9Stri:ST.-N2 11H M 1 I-17 ' 'e*- —1] 1 1 I f tqw,segf-st= . .7__tersat, st— NV 5th [— ,.-/ i, P L— 1 r IF -11- r- - --- - =-- - -- - - - NE= 9-4 1 =miv 94th '4). V / ---------- -NE 93td_Si to * 1 _ 1 1 L___--- i [ ,-- 1 - 1 r i [ -- - NE ll —-1 etst r _ 11 :MT 7 , i — I r / ,, - NE1 _PI n t L=14E l egth-St— A - 1 r /CY — t.,..—__ . : i tia St ---- f -7-7WEBEtth St r --=---- -------7--1 — Tr 1 4/ _11 -] I NE 1:17th7St , ,, 1 ___ c ------_ 1-14151 : 8 516 - sc - --_- :: - --A I 1 f 4 a l 61 -st ___ 1 I I L 1 - setti-9 W gra-St- 1 --- 92rTd:St-i 1 :41:it St _- 1 1 1 1_ 1 1 ‘;r ri 1 ----,:-. -..,— :NW24th SI -d-S 1). W 1 §YAK MEM LH 5- - - '' II IIML:133it ' iL --------. N L NE:82nditt L 1, - L- 9E: dottu r r FT r,::ppyright-rolgE1E14:199 A uJ z W 0 -- I--- —J —V 1 r — — — Eff 5 L 1 rf'' 0 p tg _ t 0: _ 1 _ [ „ - ..71L--I : _ i 1 I [ - L____. TL I Li 1 _ I I I -- _= - NE:astfi-st — - ( .1 L --- r--1 .... ' ---- . — — .....,An I----- NE 1- -- 7 ---- --) s - 1 r - Q. . Miami— KNE_asii ----3 j L---- - -- r — — 1r -17 1 1-- ,102.fTd-Ter-- i - _ _ 1 -- — 1 \ H :L-) a —I 1 ----- 1 L— NE=8271c1 §1 1= t -,' 1 ---z 44 r 1 --] r t___ L i -5-- NE 30 iim St L :1 I L__ -k— L iRt -1 • _at Otir 11:;-turiplipr 1 r---- > 4 i ij __F z _J L--- ------- 1 1 IL/ 11 7 "-I J ---Thr- 1 _ I' I --- F / X ci= I ! , -- ',....-1 L- N 4 .c ( - E-2J --- __---- -- \ 1 A iii I 1 —,"1, ki (-----. j - 1 1// ' I F Mierbi 1 1 Biscayne ay NORTH WYATT RESIDENCE - BUILDING ADDITION MIAMI SHORES, FLORIDA HRES HR Engineering Services, inc. SITE LOCATION MAP DRAWN BY: H.R.R. I DATE: 01/30/02 PROJECT No: HR01-082R SCALE: NTS 1 • • • MN IIIII OM MI N • MI MN NM MN RR MS • • NE 4th AVE L NORTH WYATT RESIDENCE MIAMI SHORES, FLORIDA HRES HR Engineering Services, Inc. FIELD EXPLORATION PLAN DRAWN BY: H.R.R. I DATE: 01/09/02 SCALE: NTS PROJECT No: HRO 1- 08 I ylda4 Interval, ft Samples H RES HR Engineering Services, Inc. UNT N -COUNT N -VALUE „9 �S 1 .,9 Puz .9 PJE „9 434 Description of Material 0 0.0 -0.3 Dark brown organic silty fine SAND with grass roots (topsoil) 1 w/h w/h w/h 1 w/h 0.0 - 2.0 0.3 - 2.0 Very Loose brown to tan fine SAND 2 3 2.0 -4.0 2 2 3 2 5 4 2.0 - 5.0 Loose to Very Loose tan to brown fine SAND 5 4.0 -6.0 1 1 1 4 2 6 7 6.0 -8.0 4 3 3 3 6 8 5.0 -10.0 Loose to Medium Dense tan fine SAND 9 with some limestone fragments 8.0-10.0 5 4 5 4 9 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Driller: Wilson Candelaria Equipment: CME 55 - automatic hammer Method: ASTM D -1586 Ground Elevation: N/A Water Depth: 5.5 ft. Remarks: w/h : weight of hammer Boring Terminated @ 10 ft. PROJECT NAME: WYATT RESIDENCE ADDITION PROJECT No.: HR01 -082R DATE: 11/17/01 LOCATION: SEE FIELD EXPLORATION PLAN CLIENT: JOHN W. WYATT, P.E. BORING No.: B - 1 PAGE 1 OF 1 Depth, ft I Interval, ft Samples H RES HR Engineering Services, Inc. N -COUNT UNT N -VALUE „9 IS L ..9 PuZ ,.9 Pa£ „9 1-11t7 Description of Material 0 0.0 -0.3 Dark brown organic silty fine SAND with grass roots (topsoil) 1 w/h w/h w/h 2 w/h 0.0 - 2.0 0.3 - 2.0 Very Loose brown to tan fine SAND 2 3 2.0 -4.0 2 3 2 3 5 4 5 1/6" 2.0 - 7.0 Loose to Very Loose tan to brown fine SAND 4.0 -6.0 2 1 w/h 1 6 w/h 7 6.0 -8.0 w/h 1 1 1 2 8 7.0 - 8.0 Very Loose tan fine SAND with some limestone fragments 9 w/h 8.0 - 10.0 w/h w/h 1 1 8.0 - 10.0 Very Loose brown fine SAND 10 1/6" 11 10.0 - 12.0 1 1 2 2 3 10.0 - 12.0 Very Loose tan fine SAND with some limestone fragments 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Driller: Wilson Candelaria Equipment: CME 55 - automatic hammer Method: ASTM D -1586 Ground Elevation: N/A Water Depth: 5.5 ft. Remarks: w/h : weight of hammer Boring Terminated @ 12 ft. PROJECT NAME: WYATT RESIDENCE ADDITION PROJECT No.: HR01 -082R DATE: 11/17/01 LOCATION: SEE FIELD EXPLORATION PLAN CLIENT: JOHN W. WYATT, P.E. BORING No.: B - 2 PAGE 1 OF 1 Wyatt Residence — Building Addition January 9, 2002 1-IR Engineering Services, Inc. HRES Project No. HR01- 082R -geo FIELD EXPLORATION PROCEDURES Test Borings - The test borings were made in general accordance with ASTM D -1586, Penetration Test and Split - Barrel Sampling of Soils." The borings were initially advanced by augering. A rotary drilling process was subsequently used. At regular intervals, the drilling tools were removed and soil samples were obtained with a standard 1.5 inch I.D., 2.0 inch O.D., split -tube sampler. The sampler was first seated six inches and then driven an additional foot with blows of a 140 pound hammer falling 30 inches. The number of hammer blows required to drive the sampler the final foot is designated the "Penetration Resistance." The penetration resistance, when properly interpreted, is an index to the soil strength and density. Representative portions of the soil samples, obtained from the sampler, were placed in glass jars and transported to our laboratory. An engineer then examined the samples in order to verify the field classifications. MIAMIOADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Pittsburgh Corning Corporation 800 Presque Isle Drive Pittsburgh ,PA 15239 The expense of such testing will be incurrcd by the manufacturer. ACCEPTANCE NO.: 01-0306.02 EXPIRES: 08/06/2006 ✓- APPROVED: 04 /19/2001 1 \s0450001 \pc20001\templates \nonce acceptance cover page dot Internet mail address: postmaster @huildingcodconline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 - 2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CON'FRACI'Olt ENFORCENIENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 Your application for Notice of Acceptance (NOA) of: Glass Unit Masonry Installed with Mortar 7 under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. I'RODUCr CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Chicf Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: hitp : / /www.buildingcodeonline.com Pittsburgh Corning Corporation ACCEPTANCE NO: 01- 0306.02 APPROVED: APR 1 9 2001 EXPIRES: 08/06/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises the Notice of Acceptance No. 99- 0803.01, which was issued on 09/16/99. It approves Pittsburgh Coming Glass Blocks as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, (SFBC) for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Pittsburgh Corning Glass Blocks shall be fabricated and used in strict compliance with the following documents: Drawing #A, titled "Regular Thickness Glass Block Panels ", prepared by Pittsburgh Corning Corporation, dated 03/01/95 & 03/03/95, with latest revision on 07/08/99 sheet 1 of 1. They bear the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as approved drawings. 3. LIMITATIONS 3.1 The Glass Blocks are for use as non - load bearing walls. 4. INSTALLATION 4.1 The Pittsburgh Corning Glass Blocks shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product up to 30 feet above grade will require a I lurricane Protection System. but for installations over 30 feet above grade it will not require a Hurricane Protection System. 5. LABELING 5.1 Each block shall be permanently labeled with the manufacturer's name or logo and the Miami -Dade County Logo. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the SFBC in order to properly evaluate the installation of this product. C ndido Font, PE, Sr. Product Control Examiner Product Control Division -2- Pittsburgh Corning Corporation ACCEPTANCE NO: 01- 0306.02 APPROVED: APR 1 9 2001 EXPIRES: 08/06/2006 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting, data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall bc permanently labeled with thc manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as thc one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fcc) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acccptancc: a) Unsatisfactory performance of this product or process b) Misusc of this Acccptancc as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acccptancc number preceded by the words Miami -Dade County. Florida, and followed by the expiration datc may be displayed in advertising literature. I f any portion of the Notice of Acccptancc is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. S. Failure to comply with any section of this Acccptancc shall bc cause for termination and removal of Acccptancc. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE. -3- Candido Font, PE, Sr Product Control Examiner Product Control Division PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 29,0 Job Address 440 1.1e RI . 6^AUZ4 Tax Folio t ( 3 20(o — C I — O QSQ Legal Description L 7 X VZ LC 8 Historically Designated: Im1\1. EL- Fla- n4 T t I` I C3cY�K R .10 / Tenant J C : ) hr P r _ , ( a I I er's Address 440 Wt Q r � Square Ft. Contracting Co. Address Qualifier SS# State # Municipal # .. pp (f '� Competency # n ineer .4 V 1 O - M e a t Addss 464 dna se /�Q . 2I� H a (1,t(1,t-;. - �,vto a-ti 1 ►ter ne s, 3v S} - a Bonding Company Ad .53 t4 Mortgagor Address Permit Type (circle one BUILDING LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION P.w1 p 0 , O i at) o f c- (ST/ 4 .2.a Sep (pPEo) 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 FINANCING, 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. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the a stated. Signa ► o er and/or Condo Plsident Date 4 4 1 L ( - Notary to I r and/or Condo President Date My nission }?.xpires: 0 NO fniY SEAL LUPE FIAJAGFIAIE NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD038809 �YCOMMISSI•N EXP. Y FEES: PERMIT C.C.F. Signature of Co Notary as to My Commis ion E G oz �� Electrical.1 Yes No I/ i1 Master Permit # c Phone 0 3_i S cf ` 335S o5 -S3 - Rah i Structural Engineer Phone Ins. Co. 41, e ov actor or Owner -B der Date er- Builder Nan Iglesias o�?P�:P Commission # DD117024 • Expires May 13, 2006 , 2; Bonded Thru o; o�cr�.� • t:�.:c Bond;ngCo.,Inc. 0 NOTARY 0 ^ BOND 3 t O TOTAL DUE Date L 02- /1/ 4 /07- Pd zs, Di) &, /bo, I &. r DATE OF TREATMENT: ' . h TIME OF TREATMENT: 7 . 3 0 APPLICATOR: yr "' BUILDER NAME: ( 1 Jr' TREATMENT ADDRESS: L¢ 4 10B #: LOT: BLOCK: UNIT: SPRAY & TAMP SPRAY ONLY SPRAY # CHEMICAL: r/ i„ r I ir.. NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 1 r 1 1/'t� 1 , r }' d. i /' 1 r MONOLITHIC S/F CHEMICAL: DATE OF TREATMENT: PEST: CONTROL, INC. L/F U .S PERIMETER TREATMENT RESIDENTIAL COMMERCIAL 7 Lt STEMWALL q / I� L-(0 tic GALLONS SF L/F {r GALLONS r •� °° �', ' ,,C TIP 4E. OV,T;REATMENT: APPLICATOR: SF AL o • ° .... • 300 S. STATE ROAD 7 PLANTATION, FLORID A 954- 5848588 1- 800 - 749 -8588 FAX: 954 -584 -6117 / l PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date ' 175 / g 1 Job Address y i-i Li O IV C= ( ' . Tax Folio Legal Description H i Designated: Yes No Owner/Lessee / Tenant \/ J O (/' o � ( - - _ 1 ) v�r, Master Permit # Owner's Address /� Phone x ' 3Ul 75 - 33 S S 3 05/ 9fs -2ZSi7 Contracting Co. Q W r ' CLX Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Mortgagor Address Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION/ died to S�"�� -.c� -i , - r ' tts i v� ( - eS r- � w ; ( I a .y `�, C Q�S 1 „N., S � �. �'C Sf�* mss. �,c?.,. a ( e� ii c Square Ft. 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 FINANCING, 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'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date Signa)i r of Contractor or er - Builder Dar, t6 Notary as to Owner and/or Condo President Date N6 tary as o Contractor or Owner - Builder My Commission Expires: G 4y Commission Expires: FEES: PERMIT RADON C.C.F. NOTARY BOND 7 " Z ; 1 y Date APPROVED: TOTAL DUE Zoning Building Electrical Mechanical Plumbing Structural Engineer MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby wade 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. Name artd address of licensed contractor — Location and le / gaa description of lot to be built on: Lot 7 ... Block / Subdivision Permit No. Disapproved (Signed) Date r Date._ Chairman Mcrnber Member Council Approved Date Date- ..-.. Owner's Name and Address ....... , e. No Street_..._ Registered Architect and /or Engineer __, _, ,_,,, -, ...... £./3 q X e / ,4 Pe rte 7'4 . �. Street and Number where work is to be done 7 •6 9,/ :'T 1:.1 14.1 £ A ex State work to be done and purpose of building (by floors) Pc- PA Liz g o e.) .... _.0._✓ oo ie c h ► Q P C A. .f7p R e i Cs/ s..i� q '� ,� �� �,� �,� r' L) /ii. L "A-#.4-6 . 7716 o4/�2 1. c/ fc'o j/ /a x B j i. r (j N � tz 4 ..e �1 peared PLAN NC BOARD DATE New Building Remodeling Addition Repairs No. of Stories 1 To be constructed of Kind of foundation Roof Covering ors ICJ Estimated Total cost of improvements $ Amount of Permit �..._�_ 'o__. 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 The undersigned applicant for this building pennit 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 provisions 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 pennit, as are licensed by Miami Shores Village. Remarks (Signed).. STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorizcd to administer oaths and take acknowledgments, personally ap- 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. / Read, Sworn to and Subscribed before me. Notary Public, State of Florida and for no other purpose. to me well known, Building Inspector / 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 inspcction 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. Disapproved Date (Signed) e S_z MIAMI SHORES VILLAGE ►o 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 building 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 regula- tions 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. Date_ n" .__ __� __ __r 19�_ Owner's Name and Address No._ Registered Architect and/or Engineer 5.....Zfr_k_L Name and address of licensed contractor1 (:' cwne' ifs. 4 ' 1' ; a5f/ a 7-700.1s Location a d ler desciiption of lot to be built on: Lot -_ le b- Block___ � $ub i � Street and Number where work is to be done � r'_ L/1 __1/ � State work to be done and purpose of building (by floors) �' Z1��� r/5).6 __and for no other purpose. New Building L-"'__ __________ Remodeling____ Addition Repairs No. of Stories To be constructed of_e_ & - ____ Kind of foundation _____ _4' !'� ___ Acz oo Covering r �` % e. ________ ________ Estimated Total cost of improvements $ 42 G 0 0 _Amount of Permit $_ Zone cubage required 4 / P7,, ,-) (c'" ) _Plan Cubage___ . Distance to next nearest building - F.Z.Aii A' 1r r Size of Building Lot Maximum live load to be borne by each floor I hereby suit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to Ukteti .fie 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 provisions 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) STATE OF FLORIDA, i COUNTY OF DADE. f 88 * • Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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 fi Read, Sworn to and Subscribed before me. Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved J �c Notary Public, State of Florida - a 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 $1.00 will be charged when such re- inspection materials and/or workmanship. is made necessary by improper notice for inspection or faulty IVN • b roo 57%' tet pvf • h. o /XX BUtLQING ELECTRICAL PLUMBING 1' Owner of Building Architec Contractor or `$ uilder Legal Description Address of Building A MIAMI SHORES VILLAGE, FLORIDA DATE PERMIT N° 5951 Work to be performed under Afate this Permit Signed. Contractor's License No. This pern t is granted to the contr tor 'r •uilder n. e. above to construct the . •ing or to insta 1 the equipment or • vice escribed in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and w th 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 state nts or ,specifications .. a` • mes respon- Oaility for work done by his agents, servants or employees. By In consideration of the issuance to me of this permit I agree to.perform the work covered hereunde in compliance wit16all.ordinances4an regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miam S r? V11age. In accepting this permit ssume responsibility for all work done' by either myself, my agent, servant or employee. TRACTOR OR BUILDER 6)119 (Y BY 1, AUTHORITY BUILDING ELECTRICAL PLUMBING Owner of Building Architect _ 14 Lot 7 / ; !/, k Address of Value of Amt. of r,; Project Permit 6::, • 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 appli- cation herefor in strict compliance with all ordinances pertaining thereto and w th 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 pla•,"�rawin s or irt4t a statements or specifications and'thtl e assues respon- sibility for work done by his agents, servants or employees. SP 7 ' � - ;� " Signed /' G' 1� I . i fi C;`'''' B y - ,-- i : . INSPECTO Contractor or Builder Legal Description PERMIT N° 6027 Work to be performed MIAMI SHORES VILLAGE, FLORIDA DATE / �' ' 1949 Contractor's �f License No )1(L4A./ t> s Bl. under this Permit I • Subdi- vision In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all.. finances and re ul pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities bf Miami Shore i In accepting this permit I assume responsibility for all work done by either myself, my 1t; servant or employee. . CON RAC OR B u ILDER - BY AUTHORITY io age. BUILDING ELECTRICAL PLUMBING Owner of Building Architect Contractor or Builder MIAMI SHORES VILLAGE, FLORIDA PERMIT N9 5951 Work to be performed under this Permi Bl. Subdi- vision Value of Project DATE Contractor's License No. Legal Lot , .:, p Description Address of Building I This permi is granted to the contra or iuilder named above to construct the b ilding or to install the equipment or d vice described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work wil 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 as mes respon- sibility for work done by his agents, servants or employees. , ` a �i Signed: � � 'I t a , 0 ' B y .. ` 9 mr , INSPECT 4 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 a work done by either myself, my age servant or employ . t 4-' 6 IT Gil P°, l i r ; CONTRACTOR OR BUILDER i' BY Amt. of Permit r`wi.rtr BUILDING ELECTRICAL PLUMBING PERMIT N° 6027 Work to be performed under this Permit Owner of , Building Architect Contractor or Builder Legal Lot -. Bl. Description Address of Building 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 appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work wil 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 respon- sibility 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. ,r, MIAMI SHORES VILLAGE, FLORIDA DATE 194 Subdi- vision . Value of Project Contractor's q y License No. Amt. of Permit CONTRACTOR OR BUILDER BY AUTHORITY 42 PATIO PLANS COURTYARD PATIO WITH ARBOR W hen you build this project, people will notice the arbor long before they realize you've put in a patio, too. Without a doubt, the arbor dominates the design. But taken one step at a time, building the arbor is a manageable job. The footings come first, and are poured before the rest of the patio, as in the Flagstone Patio with Pergola on pages 38 -41. Once the footings are dry, you attach the posts, plumbing and bracing them carefully. The rest of the job is a matter of nailing beams to the posts, joists to the beams, and rafters to the joists. An arbor like this works well on almost any patio and you may want to put it on any of the other patios in this book. It's an excellent way to provide relief from the bright sun. On patios that get a lot of direct sun, the arbor provides shade, but is still open to the sky. You can increase the shade by placing the S r-r �n p a ` -'�sY rafters closer together. Planting vines to cover the top provides even more shade. Because the arbor is freestanding, there's no complicated connection between the house (or roof) and the arbor. The arbor rests in footings that are independent of the rest of the patio. If the footing shifts, it can do so without cracking the rest of the patio. The patio surface is a poured concrete slab with forms that are left in place as decorative wood edging. Dividers that run through the patio are also part of the form work, and divide the job into manageable sections. Pour and finish one square at a time. Each square is relatively small, so you'll probably have to mix your own concrete from bags, instead of buying it from a truck. But instead of having to float, refloat, trowel, and sweep 540 square feet before the concrete dries, you'll only have to handle about 36 square feet at a time. Make the arbor and the forms from the same wood to tie the two together visually. Concrete will stain the wood, so protect it by applying finish to the forms before you pour. Stake out a rectangular 18 -foot by 30 -foot area for the patio, ignoring the curve for now. Then lay out the interior dividers, creating 6 -foot by 6 -foot squares. (You can also lay out 6 -foot by 10 -foot squares or the 6 -foot by 7%2-foot squares, shown here, but it will make layout of the curve more difficult.) To lay out the curve, drive a stake at the point nearest the curve where two dividers meet. (If you're using squares larger than 6x6, lay out a 6 -foot by 6 -foot square in the curved corner, and drive a stake at the corner opposite the curve.) Tie one end of a rope to the stake. Tie a bottle of powered chalk to the rope so that it's 6 feet away from the stake. To draw the curve, pull the rope tight, and pull it in an arc around the stake while squeezing the chalk bottle. The resulting chalk line marks the curved corner of the patio. After excavating, but before putting down the patio base, build concrete piers and footings for the arbor posts. Start by marking the exact locations of the posts. Dig for footings at least 18 inches in diameter and 6 inches deep, or as required by local codes. MATERIAtiS . LIST' Element Quantity Material 185x30' PATIO: COURTYARD WITH ARBOR 10 cuyd 540 sq ft 30' 2# 7c d (varies) 14'x20' ARBOR Framing ** Posts 6 6x6s Built -up 4 2x8s beams Rafters 6 2x6s Slats I1 2x4s Fasteners 6 24 10 lbs *All quantities may vary with site conditions. * *Use rot/insect- resistant lumber. Length crushed rock or class 5 gravel reinforcing mesh 6- 6 -10 -10 expansion joint 16d hot - dipped galvanized common nails ready -mixed concrete 10' 20' 14' 20' galvanized post anchors 1 /2x10" carriage bolts, nuts, washers 16d HDG common nails 1e ish ely it at, re to [ake wood COURTYARD PATIO WITH ARBOR continued ections can be p 1 or 2 at a time if you are working alone Place and brace 8 to10 -inch diameter fiber form tube in the holes for the piers. Pour the footing and pier at the same time, placing post anchors in the wet concrete of the piers. Make sure that the anchors are level and plumb and correctly aligned. When the concrete has hardened, wrap flexible expansion joint material around the base of the piers. Undisturbed subsoil makes the best base for a concrete pad, but soil conditions in many areas require a 4 -inch to 6 -inch gravel base for drainage. Excavate for a 4 -inch thick concrete slab, and a base, if necessary. The quality of the job will depend on the quality of the base. If the base is subsoil, it should be undisturbed subsoil. It's better to have an uneven base than to have a level base made of different density soils, so don't fill in any irregularities with loose soil. A gravel base, on the other hand, must be tightly compacted or the patio will crack. Pour in the gravel in layers no more than 4 inches thick, and compact each layer thoroughly before adding more gravel. Hand tampers, available at most home - improvement centers and hardware stores are fine for the job, but given the size of the patio, it's a good idea to rent a power compactor. Once the gravel is in place, lay out the forms around the patio as you would for any concrete patio. Because these forms will stay in the ground as part of the patio, be sure to choose an appropriate wood: Use ground - rated, pressure- treated lumber or heart redwood, cedar, or cypress. Apply a finish to keep the concrete from staining the wood. When you install the perimeter forms, drive the stakes every two feet. Drive the stakes below the tops of the form so you can bury and plant over them later. Set the divider lumber on edge, following the layout lines you strung earlier. It's best if you join shorter pieces together only where two dividers intersect, but it's best not to have more than one joint at a given intersection. Toenail the dividers together. Partially drive 16d hot - dipped galvanized nails through the sides of the dividers at 16- inch intervals. These will tie the concrete and the dividers together, keeping the concrete on the same plane with the forms as they settle. Settling is also an issue wherever the patio meets an existing structure, like a house or driveway. The patio and the structures are likely to settle at different rates, causing the patio to crack. Isolate the patio from existing structures by placing %z -inch wide by 4- inches high expansion joints between them. Whether you mix and pour the concrete in small sections, or have the ready -mix truck deliver it all at once, take care to protect the forms. A wheelbarrow full of concrete can knock them out of alignment, and when you screed along the forms, it will create an uneven surface. CORNER DETAIL Rafters overhang beams by 12" Beams overhang post by 12" UILDING : THEY`ARBOR: This freestanding 14 -foot by 20 -foot arbor avoids the complicated construction required to cut into and alter the existing roof structure of the house. It also avoids the need to fasten the ledgers to the exterior walls with lag screws. Center the arbor over the patio and build it with 6x6 posts. If desired, face the-posts on two sides with 1 -by lumber. Use 2x8 beams, 2x6 rafters, and 2x4 slats of rot /insect- resistant lumber. POSTS: Set the posts in the post anchors, but do not fasten them yet. Plumb the posts and hold them in place with temporary bracing (see How to Plumb a Post on page 31). Using a water level or a line level and mason's line, mark all the posts at the same height -8 feet 6 inches above the patio. Take the posts down, cut them, then set them in place again. Plumb the posts, temporarily brace them, and then fasten them to the post anchors. BEAMS AND RAFTERS: Cut the beams to extend 12 inches beyond the posts on each side. Align the tops of the beams 5 inches below the tops of the posts, and attach them to both sides of the posts with %z -inch by 10 -inch carriage bolts, nuts, and washers. • Cut the rafters to extend 12 inches beyond the beams. Set the rafters atop the beams so that they sandwich the posts, then bolt them to the posts with 1/2-inch by 10 -inch carriage bolts. To stabilize the framework, attach 2x6 knee braces between the posts and beams at a 45- degree angle to the posts. Fasten the braces to the beams with 3 /8 -inch carriage bolts and to the posts with 3 /8 -inch lag screws. SLATS: Cut the 2x4 slats to extend 12 inches beyond the rafters. Attach them to the rafters with hurricane /seismic anchors. FINISH: Finish the arbor with a clear sealer, a wood stain followed by a clear sealer, or a semitransparent stain, as desired. If you prefer, you can finish the arbor with a coat of primer and one or two coats of latex or alkyd exterior paint. PATIO PLANS 45 Slats overhang rafters by 12"