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145 NE 101 St (16)MIAMI SHORES VILLA BUILDING DEPARTMENT 305- 795 -2204 Bulding Inspection Request Date Time Approved Correction Re- Insp'n Fee Type Insp'n l Permit No. 2- O d . b 7 Name 1 Ad dress 1 . l • 1 0 ( , Company — Phone# 3 oS • 2 0 1 }, For Inspectors )2/D3 5Name & Date o o Date Type Insp'n Permit No. Phone # For Inspector: Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Time � ) - s '�� Name Address , \/ / 0 Company Q Name & Date Name Addre Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 1 3 Time 1 0s- T'7 i For Inspector: Y/7/03 ) S ` Name & Date Approved Correction Re- Insp'n Fee )714., Type Insp'n Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date \4) \\ \.9 Time P2or):;- Permit No. Name Address L Li 5 ni r. /0 ).17- Compan Phone # 3 OS - For Inspector: N103 03 .Name & Date Date Type Insp'n Permit No. Name Address_. Company Phone # For Inspector: Approved Correctio Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTM 305- 795 -2204 Building Inspection Reques 5a5 1a 3 Name & Date MIAMI SHORES \ .LLAGE C\ BUILDING DEPARTMENT 1 J 305- 795 -2204 Building Inspection Request Dat 0 Type Insp'n Permit No. p O y ! �13� Address Name .c. ° ( Company ( ✓ `�"` AP! QSLA Phone # Approved Correction Re -Insp' n Fee Inspection Date 12_ J `� Date Type Insp'n r l N 011 IA Permit No. 20614— 1433 Name ( (`b Address 14 €_, 101 S� Company /CO Wl�►l Phone # Inspection Date 4)2:) Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request .^ Date Type Insp'n Permit No. MIAMI SHORES VILLAGE L BUILDING DEPARTMENT \�- 305- 795 -2204 Building Inspection Request 6P 47- � 3 Name Address / /� � l 6 C * vV Company Phone # Inspection Date 3 a\ .e, Approve Correction ❑ Re- Insp'n Fee c(„7: Approved Correction Re- Insp'n Fee MIAMI SHORESNILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'nn Permit oq'- Name Address l y S�� 1D1'52- Company Phone 0 S Inspection Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 l Building Inspection Request / 7 Date Time Type Insp'n Permit No. Name Address Company Phone # For Inspecto Appr Correctio Re- Insp'n Fee Name & Date MIAMI SHORES VILLAGE BUILDING DEPARTME 305- 795 -2204 Building Inspection Reques Date Time Type Insp'n Permit No. ' 0 & 7 Name - - - Phone # — Address l ' u'T/ • /Vj Company gQ5 2 (p C k • g 92 Name & Date ❑ For Inspecto Approve Correctio Re- Insp'n Fee ry ft, MA. ;Le ) bvr,u A a vs1 /A by s -�p r COO Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 4 c...j> 26 k r G p 51 76 2 T 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 , - , / 50 75 100 Required Testin Force 35 lbs. Date Tested THIS RE ■T SUBMITT. OPP- 4,4" Civil Engineer: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 SITE SPECIFIC INFORMATION Owner's Name Job Address Roofing Contractor: Type of Tile: Approximate Roof Height: l 2 — feet Type of Access to Roof: Scaffolds Approximate Square Footage of Roof ft ✓ Ladder BY A P.E. 4-22.04t. Testing Equipment: Chatillion 100 TEST RESULTS P = PASS, F = FAIL Permi # 5104- 433 IN ACC.ORDANCE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT GUALITY.CONTROL PRINTED BY: UNIQUE GRAPHICS: 954-0649923 FAX: 954-484-9967 Project N 5181 Date Installed: t ‘ –0 4 Roof Pitch: ' I t Z Other I i i I 1 i• I 1 " -' r....6 I I I 1 1, , --- iillir\ 1 11 1.111 1 ill ii ‘,' & 1 44111 "-ds4 OF' Hil 1,4,I1'-! ii I I I "II I 111 II i MI 'I II I 1 II II I 1 . 1 1 . 1111 I 1 I I 1 I (PI I I I 1 r ' , , L I I (r 1 1 1 1 A IMII Al I . 0 H Alb ‘, ' A riv . 4P 1 •• W I • • 10 , - • r -- 1 • 1 • h • Inv bli" i i n 1 ' ' " I • 1 I 11' PB51, 7 II III 1 All...hint 07 A II a I ii MI 1 WWI job OW "A 1., re PI I el ., 011P 1 ddlliCal ,. 1 1 !- OF- ROOF NOTP S • CCNT?.ACTOR SCAi , i4P s 'to' • 110. I I /7 t R 1005 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Tenant/Lessee Name IN Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES C �- Submittal Notary $ Scanning $ Total Fee Now Due $ r1 + Q� (Continued on opposite side) Radon $ Miami Shores Village Buil• c • _ 1 artment �i� �!•�� S ores, Florida 33138 795.2204 2 4 ' 5 r1� Contractor's Company Name V.- CL5A kt f\' I� P Y 05) 756.8972 Permit No. eV -1 33 Master Permit No. Plumbing Mechanical Phone # �t 1b i 5�rte. County Miam' -Dade Zip 33 ).3� NO Owner's Name (Fee Simple Titleholder) 1 A 61 o O e Ae �r Phone # %O S' ?62- ' 5633 Owner' Address ( _IS Iv E \� \ 5� ( t k City WN ' \nOI •_ State Zip S313% Phone # Contr Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 1 � / d� Square Footage Of Work: v Type of Work: Addition ❑Alteration ❑New Describe Work: (Le- oo of -r^ \ use w1 ha r.' Scut -1-et M a.r i et. Spamiek � , co (or - f rots - al I +Iles -1-he seui4e color C Col o r -+error cow) -4-I le a� -c lad-- rvo- s ysi-e ms 1 ? - * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** $ 'CX Permit Fee $ 7J Training/Education Fee $ 1 i Code Enforcement $ ' ' Structural Plan Review. $ ❑ Demolition CCF $ 7 CO /CC 98 Technology Fee $ Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs given (7) days after the building permit is•issued. In the absence of such posted notice, the inspection will not beproved and re spection fee will be charged. Signature Chc 12/15/03 State Owner or gent The foregoing instrument was a h ow / dged before day of /fl2 L? , 20 d`t>'by /' " ,e, Ko r'e ® o is personall own, o me *r who has oduced q,f. kg NOTARY P Sign: Print: i ,{ time My Commission Expires: lC¢l. 4 1s identi tion and who State Certificate or Registration No. APPLICATION APPROVED BY: Zip w State d take an oath. ••411, \dip, �� M IIIIII iiii /, NOTARY P NN . 0 0 :�'� , Sign: • v ober 2.1 L ^ O�N CO Print: * = N * * * * * * * * * * * * * * * ** a \ etency Holder) / /r 8 � l II I I o \ \ Ceitificate of Competency No. y Commission Zip Contractor ment was acknowled.;d . fore me thi ,2my,b Thef.. _�• ngin . � I day o' 1 who is . .onally known to me or who has produced as- identification and who did take an oath. ^ a r xpire +y Camfliiccllfl D©9,"i06Q0 — 914 1 44: * * W 3 3 * * * * * * * * * ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** Plans Examiner Engineer Zoning T� L Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Section A (General Information) Master Permit No. Process No. Contractor's Name '&i e k Job Address 1 � t 5 Yv& 1 I 6( Low CATEGORY �/ L7 Low Slope ❑ Mechanically Fastened Tile th Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles • ❑ Prescriptive RE THERE ptive BUR -RAS 150 GAS VENT STAG ? ROOF TYPE YES ❑ NO ►• TYPE- NATURAL ❑ LPDX O ❑ New RoofRe - Roofing ❑ Recovering ❑ Repair ❑ Maintenance . ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 3 5 1 550 • 1 100 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressu . zones and location of parapets. 1■■.. r■.------■■------■■rr.... r■ r.11 .r - rmmmsmmm mmmm..r.m.r....rrrr........r■ mumm. ■. r.......r.... rr.. rr■----'"•-,-1 r. rr .m ■ ■r....rrmr.rr....rrr..r..r■ Imr.■rrMrr..■■rrr.rmmmmm..m rrrwm vmm lrr. rr .■■....rrrr.rr..m.rrr...rr.r.■ I....rr...r ummu rr.rmr.. rrrr. r.:gipl lr, ■ Imrl l■.. 7 ■rrr.r.rr...r...rrr.rr.rr..r... Irrrrrr .r.rr.rrr..r.rr....rr.■ri L . lIrumrrrr ■r....m.r..r....r.r....rr.rr I.r..r....rr... r.. r■ rrr..■...■ rr.■ Y.. orr. llPA! 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OUrNs is iSMOnxi M MiumiEEMMMMEMiri i mummommummimm simmil i mummilmemo■ mill mm..rrr..rr.rrrrr.rr.rm...rr. .m.r...rrr..r..rr.111111....11U •l.. l.■.r.....■■■ rr.■ .........■ r......m...■ M■ r...r.t..r..r..rr....r.r. NE MI... 30 . A/ AftommicOMMarommmommiramummumm ummisimmulmmusimmommillONIMMOmmimmilmmimilmammimammi 451 r '� o _ 7 T • Fill In Specific Roof Assembly.Components and Identify Manufacturer • . Oa component Is not used, ntify�s •NAB • System Manufacturer: • OTT F NOA NO.; . 03 - V5'' © I I pa • Design Wind Pressures, From RAS 128 or Calculations:: • Pme 17$ 5A Pmax2: • 3 Pmax3: 1 3 1 1 1 / Max. Design Pr+q {re, m the Sped& NOA . Deck Type; \ j oo Gauge/ ess: 514�.I I Thth Slope; AnchodBase Sheet No. of PIy(s): Fast Top Insulation Layer, • . Top Insulation Size and Thkccness• Top Insulation Fastener/Bonding Material: Base Sheet(s) &No. of Ply(s)• Base Sheet Fastener/Bonding Material: Florida Building Code Edition 2002 V ... Hurricane Zone Uniform Pennft F Section C (Low Sloped Roof System) 1• Insulation Bas r e Laye LAP Base'Inscdaflon Size and Thickness: Base Insulation FastenerlBonding Material: . Ply Sheet(s)24 No. of Ply(a) I0. .5 PIy4heetieste!lponding Material: Top Pry, lJ F FR MO Ct T 4ie d Bl` ttoten TorMt it pnding Material: • Surfacing' Fastener Spacing for AnchorBase Sheet Attachment • • . Field: ' oo Lap, # Rows a • ac . . • Perimeter: b oo 0 Lap, # Rows f � 4... oc .comer . !" • oc a Lap, # Rows" a • oc Number.of Fasteners Per Insulation Pik Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge .Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, • Coping, Etc. In,: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener .Type, Fastener • Spadng or Submit Manufacturers 'Details that Comply with RAS 111 and Chapter 18. CAF FK Modi .fief 3)(3p,Iv dri wlh s -rl p �= fly -ibe - 4tris base a 1Y17 V Mean Roof Height 7y Roof Slope: 12 Florida Building Code Edition 2002 i • h Veloci Hurricane Zone Uniform Permit A . r Section D - �n Form. S tee • Slo • ed Roof S stem Roof System Manufacturer: Minimum Design Wind pressures If Applicable F from RAS 127 or Calculations): P1: Maximum Design Pressure From the VOA S.ecific S stem : Method of tile attachment: P2: 10016 P3: ioofb bl lc Ridge Ventilation? 16: Mean Roof Height: Stee • sIfl i od Roof _ Deck Type b r j- ype Underlayment: Insulation: Fire Barrier: Fastener Type & Spacing: _i \Adhasi••P TYpz: ype Cap Sheet: Roof Covering: Type & Size Drip dge: 3x3. et- 1 5 61cr Meth .d I ' RR,: u t , ,— (P:: 1 O • x A (P r la. x x. (Pt (P2 (P. Descri x l: X 1: x 1: tion Mut '.lien Restorin Moment due to Gravi Attachment Resistanc R • aired Moment Resistance Minimum Attachment Resistance R • uired U. lift Resistance Avenue Tile %Veitht Tile Dirnrnsions All calculations must be submitted t, the if Florida Building Code Edition 2002 Hi • h Vetoci Hurricane Zone Uniform Permit A. .lication Form. Section E Tile Calculations :For Moment based tile systems, choose either Method 1 :for blrtivith the values from M. If the M values are greater tha or equa the M r values, for each area of the roof, then the tile attachment method is a • acceptable. the Mr P o ent Bas - Mg: -Mg: -Mg: Method 3 "Uplift Based Tile — °— x w:- ) -W: -- x w: _ ) — 1\': s.ln+ Pressure P1 or P2 or P3 Mean Roof Het i~ Roof Slo.e BuilJinst Official a Calcu M M M„ s Per RAS 127 ", ' ` 5 M % NOR NOA M1 NOA M Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below NOA Mt Mean Roof Nvig It —9. Roof Slope 2 :12 M Required Moment Resistance* 15' 34.4 20' 36.5 ' 25' 38.2 30' 39.7 40' 42.2 19.4 30.5 *Must be used in conjunction with a list of moment ba ed tile systems endorsed Broward County Board of Rules and Appeal by the For Uplift based tile systems use tiIethod 3. values for F,. If the F' values are greater than or equal to values, kith the for area of the roof, then the tile attachment method is acceptable. o ? , each Calculations Per RAS 127" x cos 0: x cos 6: x cos 6: = F „: NOA F' = Frz: NOA F' = F „: _ NO.. F' Where to Obtain Information • . (V^ S r % - • ' RAS 127 Table 1 arb�, to find 7 an engineering analysis prepared by PE bash r^ — 13 - Cs ite Job Site _. -_~ .••••• -- • NOA NOA NOA Calculated NOA Calculated NOA NOA at the time ul SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING - CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building 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. • 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) 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. Mtl 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 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). me 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (Le. 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. P 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 Florida Building Code provides the option of maintaining this appearance. YV" 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 until the original roofing system is removed. Ponding conditions should be corrected. 1 \NC 34 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 the Florida Building Code, Plumbing. ,9 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 extending the service life of the roof. ,16 1 Date Contractor's Signature v 4.41A m • 7 111111 MIAMI-DADE COUNTY. FLORIDA ...:;, METRO-DADE FLAGLER BUILDING MII-TA0-0ADE FLAOLEK BUILDIND OUILDINC CODE COMPLIANCE OFFICE p _ •i .. c - I 1. CD pi T_ R NOT/CF. A PTA 'V F.; &HAW, ii 2/01 FAX 1 clullit OW 175 3313 0-130 i 40 VI CS -1-- FLAOL CR STRP.tr. SUITE 1603 R (3033 roly fun m Prodnc(s, Inc. CoPfroutcrott Lict.4.4tr4c.,:cnniv 2400 Spring Stucbocr Howl Doi 3 7 5,1327 FAx (363i 3 4-3,1,4 )73- . Spring ,TX 77383-1132 coN'IteAe7rOk 1Nrrnictkiwyr n11101014 (30)375 FAX On) 3 75.2vu4 l'ir o Componcnt rolyurcihenc Foam AdIte3ive your application for Notice ol'Acceplancc (NON of: (3 U,) 3714:402 FAN 005) 372-63), PRODUCT C OPIT140/. I, iveiON on:1-r Chapter 8 olthe Code of-Miami-Dade County governing the use of Aiternate Materials and Typcs of Cnstruction. ancl complete:), described herein has been recommended for acceptan by th County e Mirtini-Dade Guilding Code Compliance Office (BCCO) under the conditions specified herein. Thi N'OA shall no: bc valid oficr the expiration date stated below. BCC() reserve the right to sectice this :c)dttel or ma:eziel at any time from a jobsite or manufacturer's plant for quality control testicle. if this - :ro:tilet or material fails to perfor i the approved manner. 8CCO may revoke, modify . or suspend 012 - kJNe Of slich product ct material immediately. BCC() reserves the right to revoke this approval, if it is determined by BCCO that this product or material fail s to meet the r equirements of the South Florida 3 Code. .1 cxpznse ofstich N.:sting will be incurred by the manuracturer. A CCEPTANCF. NO.: 014521.02 F.XPIIIES: OS/10/2006 'Raiz -nir. COV FIZSI1F.FT SF r), •vAt. p c: S FOR SPFCIF NI c_DN_Qatat.is __ . .runrmNr csiaLisilz CT REV P..:5 : tbr Prcd.,;ct ApProval ILls keit reviewed by the OCCO and approved by the Building :.,::.::: a5ove. 7.i-de and Product Review Committe to be used in Miami-Dade County, F!orida under the conditions so A P OVF.D: 06/14:2001 11045400 ilac.:000%kternpi3tes‘nouc• it<spance co.ar pat,d :n ter:it/ mild wiJdrcss: poctmoster@buildinacodeonline.corn '..;C • '2,c "N • ,foincpag hitpdinin..buIldingeodoonlInccoat • :Eti ;46 Raul- Rodriguez Chief Prcduct Control D;vision NritAL 1 'n - incise° 1. Quilitnn2. ( Director %1;:int i-Dode County Minding Code Complinnce Of11%:‘: ; J! 'Al 931 378 1042 1 mJ uctsa a2 c a t Ero fa oFrnrc ASS[;vla[.YArPROVA1. Roofing tin -CJ[ RcIur'I'ilc Adhcsivc A SCOrr: Z. PRODUCT DESCRIPTION NI:Inurtcturctl Gv Awyliennt PolyrrodD AH 160 f) , n2 ; 2211,3 N/A I'oantprooD RTr1000 Prol'act.SD 30.3::CO Po N /A N/A y ASTM 0 1622 Contl,res) ire AST\.I n 1621 Stre.igth T�tsi:c Strc :tgtlt ASTSI 0 1623 Walcr Abs,rptiou ASTM D?i?7 Vlotstt.rc vapor A.STS1 E 76 Tr atts•nisst^tt !7intcn5icui' ASTM 1) 2'26 Stability . CN Xy P0LITOAN PRODUCTS, INC. This approves l'olyprua AII16U us manulacturcd by Put roan as rlesc r;bt.�d in Section 2 ot'tlti� Notice of pressure requirements, 2 os t his No ;ncd b r t r'noc'her Inc. e e Accc,ptanc rot the locations �� pressure pressure value. obtained by y applicable buildin where the exceed t b code, does riot Ap Ii the Standard RAS I? y ca lculations in compliance with Roofing \ 2. for use with approved flat, low, and hi r PolyproaZ Ali 160. Where the at , high profile roof rils � Pltcati0n for sino;e p; tty pl; Cement, n e ,S c roe` based system Ibr double t caiculetioru arc done as a d S t k,i p ift moms based syste,lt patty Test S +�cifc,ittnns PA 101 12cct + 1 .6 ( bsirt.' 18 PSI P.railt:l to rise 12 PSI Perpendicular to r:s 28 PSI Pora!lel to rise 0.08 l .)s./Ft 2 3.1 form / 1 :tch :n.Q7% volttnt Cltail - t� cc • : -� - " 1.t7iv Vtlhmt.: Cll.,n 11: :tttitlit 2 the k riaC!", 711 i - d dr .S ACCEPTANCE No.: 01-f1_ _ S2 jl Approval Datc:.biatit2,94 Expirulion D,to Ma Y Irl 7006 • n C . Product D • rn Two eomponcnt Polyurethane Dispensing Equipment 1)tsrcns;r.g Equipment 2.1 Components or products manuf;icturctl by others: tty A Miami-bock Cot :n d� tv Product Control uy It list - bo r_ vie of Aet;cp.cd Roof•rile AsAmbl ! ucs with the use of Poi )pro A11160 root adh a current `OA 2 .2 Typical Physical Properties: I'rn crt Dogs ;t AZ Frank 2uloag, ItitC Product Control Examiner :i_cr _vtar 611 • ; - -•• •,•- nw r34 37e 1042 POLYFOAy P RODUCTS,INC. P °ll�oam �ro r ACCEPTANCE No. : Note: 'Tire phy4icnl pruper•tict listed above me presented accepted ASTM test c, H ods and are sup. esented as Irpital ave ri sect to normal manufactungnvarsatio by • #- LIMITAT,Ons 3 . 1 Fire classific,l; io is net part of this acceptance. Refer to the . Assernbly for Arc ratin& 3.2 Polypro® n(•! IGJ stall sole! be Prepared !toot Tile 3.3 ,� ,t compliance with flat, how, R hi�i Cie profiles. Standard RAS 120. Minimum underlaymena shall be wills the Roofing Application 3.4 uirin T Roof ilc manufactures ac ti:o f il ire wi :' q S acceptance for the use of Polypro® AI roof tr the tile assemblies shall test in accordanc with PA 101. 3.5 Roof Tile manut;actures.acquiring acceptance for two paddy placement wi F use of Polypro,•;!; AI - 1 16C roof tile adhesive with their tilt _ t •the accordance with PA 10'1 and with section 10.4 as modified ,eF meintes shall test in - F' =! .1 MS INSTALLATION 4.1 Polypro® ANI60 may be used with any roof tile assembly havin a current NO lists uplift resist;,nce values with the use of Polypro® AH 1 G0. A that 4.2 Polypro® Al 160 stall be app!icd in compliance with the Compenent section and t!'c cor- espo�►dinc, Placement Details noted herein. The rooftile assembly's adhesive a :t ;c:r:-•cr,t with the use of Polypro® A1 sha :I provide sutl;c:cn: a:ta- ! :m ; ;tt rc5tstancc, the u R resistance determined in ompcance with Miami-Dade Co to mac: r cr e�cccd F!i ' A;,p ;ica:ion Standards RAS 137. ,� - County Roc:tnS tile assembly NOA The adhesive attachment data is noted in t::e roof 4.3 ?cIyproe AI-I 160 -cor tilc adhesive and its components sha :! Se instal accordance •Aiitlt Roofing Application Standard ,RAS ? o led in Polyprc® AH :60 Opera:ing instruction and Mains nance t3 a ;}tat't Products. inc. 4.4 Instalration must be by a Factory Tr a:ned'Qua ;ified applicator tt by Pc:yfoam Prod:;cts, Inc. PoIytoant Products Inc shall supply a roved and �t o, app p :icensed P appacitors :o the a : Y -cued 4.5 Ca:iI;, a:icn :: Y having f , , 1 i e F arnpro® dispensing equipn'ent is require: any ,adl :es :vC. ;"::e mix ratio 'aetu•ecn tl�e • �' bc " • e application of be mi h ed L� :w t A" component and :!•e '3'' component sha;1 cc t . 0- .. 15 (A) : 1 0 (D). The dispense :rarer shall be set to deliver 0.0' 75 :e 0 15 pct,.tids per the its do ;cr n :ned it calib- atio N other settings sl:.a�: be approved 4.6 Poly�roe ,11.1 i G0 � 8 situ.' be ,appiicd with Foa ;npro R'f r 1 000 or ProPack® 30 & 100 dispensing cquipi''c1. on;y 4.7 !'oIyproA Al 1160 situ :I t:ot Le exposed petnt:rncntty to sun, Franc Zulm MC Product Control Examiner L?'CI" X' ' ._ 4id -. C3M n_cn_uuu• %001 %�. d Pot foam Product ' Inc. - — .mut;a INC ACCEPTANCE No.: 0101 - 0521.07 4 - 8 Tiles must be adhered in freshl a • minutes a yp y PPe adhesive. Tile must be set within 2 to 3 Rcr Po! ro ® AH IGO has been n disp 4.9 Polypro® AN 1 GO placem and minimum patty the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein, Table I: Adhesive Placement Pa TilerroGl Flat. Low, Hi h Profiles High Profile (2 Piece Darr Flat, Low, Hi Profiles 5. LA D ELI VG A11 Polypro® Ali 160 containers shrill comply with the Standard 6. BUILDING PERMIT RE Conditions listed herein. 6 .1 As re wired REQUIREMENTS 9 by the Building pR;cial or applicable Buildin properly evaluate the installation of this system. b Code in order to 1-g9b5E9 :9c 'ON Aid 4 frank Zulaoga, CRA Product Control Examiner X7 Add(^ S CEb Wd 9:d[ C E0-90-614 Ql oos "? R' • ;,. Polv pradiirt� 'r avlsrawma • 11 nom wtoyIswgs1..16..aku nut wan bOry Y trial SIP 1ti ps 11. tars spY.Iw.. Ara salt 6An LC V n1 lit /.r.6.414. gip dth.I No w. I✓ I Poo rd w4us`. I + al tiv...l4 piss* trq.ni 1 1.•• wogs 2.4: tees .I% at. %VII.s n.,, hit; Ihnoi MI; /►y) (64.41 rib! ( n, Corn '14 ch Lg9 cS :5S ON Xdd A CCEPTANCE No : 0 - 0521.02 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY ruLlrunw PRODUCTS, INC. 4 /sA.s 11. rn taws Low St Air Y Yew. tan. 4 Mr aft Irma as, or4 or. sea lwrLt L•ta a soil Ira ! 1.. Liven I1611r :teem limed; own s.w 4 P .... • NCi r : • �Ci Ic ss. alto NI Fran Zuic ARC 1'rocluct ;'_:,till Examiner 000 A CCEPTANCE No. 01-0521.02 A 014 ESI VE PLACEMENT DETAIL 2 SINGLE PATTY Wm dirovg% piss* Ctftatill - - • wt. r RODUCTS. INC. 'ON XV.d 6 Frank 2.. soap RRC Product C..,r.trol Examiner . it 007 n1111242 Product • Nau U+roVVP plastit content ACCEPTANCE No, : 011) 102 A 0 HES! VE PLACEMENT DODULE PATTY 1'.1 3 Lr taunt/ • y K Z y VL Afttrtaq sizt ""'i count so aHa Vail !Amp plaitlt conical Single 04041 on lop 51 idle Mai through p&allt earaoal UMtA>ym iF71e pa undo/ I;le Singh paddy f In. under Me i]In. Shot, paddy on un3ar. Uyn, aal 9 "giapaddy o• top of We "Cti XVI ►a* thermion tile) (under ill.) 7 CI )fT S l -da: • Lief eitiM :Ile 7 it s 7 In. want itict /olio Lilo emote only Praia; luloaga. RAC Product Control Etamincr. �c7 ct SInM / pc* vac* Ma Shay 1u fir Otbe /q gig p1Ny sire mss/ ony . ]1". 711'�di1 Foods w eMW elm Ammo Ono she • YON 15:10 FAX 954 376 1042 olYfo:lrnt Pro Cs Inc m I ltcr :cw of this Acceptance (approv,l ) shall be considered alter a ten and the o this Acce submitted olds than iS eight 8 docunx:HIS, including _��- S () years. b t est - strAhorlinS data, :.,,_: 3 �ieation 1>,t9 been fi : ^.d 2 Any _ �.:i dect,..tcnts, an: no and all r pr; s ny ,dtl the approved n!uets shall be permanently „ Wily labeled with tile matt : ails statement' "Miami- Dade is name, city, staled in the specific condition Dale County Troth::: ). s of this Acceptance. - ' zar � l or as 3• Renewals of Acceptance w :11 not be considered if. a' in [ Then: has been a c;ra:tge the South Florida Building Code a r The product is no :cnber the same product with the cote clta,t_••. ' ' 11e evaluation of -I : :� c ►' �'te Acceptance holder has trom ('denticsl) as tltc o,•.e o;•• . including .a plied with all = ,-"h, of thi cJ. the correct installation die recc.;_ d. Teen , W e er �• of the product. of this atcepta.::e S who crigtn;t11y prepared, signed and sealed the recc.. s is no lcngcr practicing the en ineerin documentation initi :'I) 4• ti change in ry revision or 3 8 profession. + b the materials, use, and/or manufacture e' t :_ ��•cnl :� :icall)' be catac for termination of r' =S_ ,; :, ( lly b e h the f;;n this Acceptance. unless rte: 1*�duct or process s".:.!i g of a revision application p �' approval has bit = (Tic;. pp cation with apprcp.. , _, - �andgr:rth:db�•Iha 5 An.- ol' t}:e fell , - I. a. o ;rg shall a :so be grounds for removal of this Accep!e,•- D' Derfo- inane_ of this product crprocess. Misuse of this Acceptance as an endorsement of any prod_ Ot!,er purposes' u :: i• - :e5, advertising s or a- !, rt.: `cticr cf Ac c:ptac. number preceded by the -``' :lie ti ce e Ac dal. n words Miami-Da�� t v :li ex ,s Cisp; ti : e3) b ; disp�ayed ,n advertising literature. . Florida, he ot ti : shall be done in its a eon of the Nol,c: of S en tirety Iy,]:;:_ 15 N•C as a 5 - ; ; o :cca t s ACCC t,s :; approved drawings and other dc-: by !lie manufacturer _' :• - �_�. it applies, s ' jot) site :t 1l. tit:t;: t:r or its distributers and sit; . - _ • '� : enb•necr need net r c al the " = "avl� fcr inspection - c- � copies. S Ace. rc to comply r�-,!! ;, -�• scctior. of this Acceptance shall be _ Acceptance. cause ` = ��licn and rem;,.; cf 9. T is \ of Acccp!]r;. consists cf rages 1 through 8. END Of THIS ACCEPTANCE tl CN Xd 4 :i.i LjOM POLI'FtpAN PRODUCTS. IYC. ACCEPTANCE No. : 01 -0 • :z =:adoogi. RRC ' :� Carur3: Eramirter. ' t• e r • • 1 r •• t it •- • l 1 t • • • • • t' • f t q tr . • • £ --� — i . • 1 . 6 • 1 1 t • • •. •e "C CONTROL, �'�C�T • . ' • i • .� Santa Fe Talc Cure : ' .4 E�_ oration PRODliC • . •• A'b; CE I030 N.W( South River Drive, Bay ijI6 N1(eci ,FL 33178 A1'PR OVED: 024)1.-2 • • • • a • • • a e 6 • • • • • ' ;:C ;pc 20C•01,p,a:• voice xcep!arci cJrt( pJt<.doe In ternet nt:til nJdress: postmaster @buildir.o:odeonline.corn • • a • o •• • • • • • • a • • Your app!i ation for Notice ofAcceptant :• (';OA) of: "S" Clay Tile id after the e sha:l not be �, FAX (� tinder Chrtpter 8 of the Code I �onstruerion, and cotnple.e► of Miami-Dad: County govemin County ctio , ar Code ). describ here S the use of Alternate e by t he and T .de in has been recorn tendsd Office (BCCO) for cceptance by t h e , Types o'' Under the c nditior.s specified herein Miami-Dade This ,tiUA valid r Product : material at val xpi•2r :pn date stated be w. time. from a jobsite or manutactur r' l3CC0 reserves the right to prod:let or material fails to perform in the approved secure this use of such material product or s Plan[ for quality control Or suspend material immediately. manner,CCO b• If this use of su by. R nediately. BCCO reserve' may to rove. • modify, or suspend the C CG that thi s product the right tJ revoke this a determined s Code. or material fails to eet the rc if it is ' c;uircments of the South�F orida 1 h e expense of s•.tch testing will be incurred by the : - th �Ianufactur� -. ACCEPTANCE NO.: 00- , ! 1..1.06 EXPIRES: 06 I I{ it Rauodri gucz d l R �H1S 1S THF. C I! Chief Product Control Division FRSNEFT.. EE A nr)ITIONAL PACtS FOR SPECIFIC AND BUILD/SC CODE, CONDITIONS { � -�FI CT RFV w CO.tit.___ E• TE 'hi; a?Flica: ion for Product Approval G Code end Prod Ke•.•ro l has been reviewed belt Committee to be used in t\liami Daa C rch above. it r. • ♦ Ho t a G • 6 t • • t : s MIA MI -DAp fI � COUNTY, FvOR p..r.. METRO -DADS F(;AGLE R 9U�Lp� . CODE COMPLIANCE ":. ; Dui INC N(CTRO -DAD . F ONCE.;'. 'EST FLAGI. R STREET. 1'rrp (60:i MtA�il, F'LO SUITE c 61 FAX (30 Rlrm:0;30456 (305)377.2961 9 3) 375 -290a • co, mAc -tuft r.)ct:rNst. sl crros (30$) 773 .232? I�AX (;Os) 375.2 coNrRAcrok Ct :,�)F rr• un'ISto\ (305) 3 FAX (C5) 373 .2903 PRODUCT CONTROL Di VISION (3O3) 375-3902 .03) 312.5339 II - 42a,o I il Francisco J. Quintana, R.A Director t Minnti_ D�dc �.ount)• l ( )finding Co dc Complir.rtcc Crfi :': page: http : / /s.f w.buildingcodeonline.eom • 1 r_rred by �L�lic_� Santo - 6 'S Clay RoorTire Trite. Pleats ' COA1 Product Tile Screws • Sub CAtr :11 r `r inl Deck ' v )e: Sar.tafe Tile C comply with Cede, th Where does no: exceed using the values s;'srer>t, 2. PRODUCT DE 1. SCOPE renews a room •usLY APPRpVA: • • Roofing 07320 Roofing Tiks. • • • • • • •• • Clay R6c Tiff'. •. • • Wood • 2 •• • • • D imensio n Test S cc tfi -�_5 ca lions I a IS" 'v � 11 P.A 112 %" thick l ` varies varies PA 112 ' varyin thickness 1► ••• • • • • • • • tf 11 :1 • • • • • • • • • •• • ••• • • t • o • • • • • 1 • • • • • g system using San :a Pc "Santa f erporation described in Sec! he Sor1 :h Florida �> ion of •lie deli ion r;n pressur e, 1991 de the deli a requirements, design pressure values o as de listed in herein Tfic art ach mcnt brain b} ctrl Ca SCRIPTIO \ • " clay rooting rife, once ofAcceptanCe designed by ion for Miami-Dade . designed to tanned b Coun'Y :"or ulati y " R pphcnble building code, ons in c omplianc e 1 ,.• 1 1 pns shall . rth kAS 127 be done ns a moment based Q Approval Date: Fe ruary "xPiration Date: February I 2006 i; Product if Descri ) lion v On ij piece high r c9L2 mo,t PPcd \vi V ofile clay roof tile th two nail holes. For n l ;,r set and adhesive set i ail on, i applications. ACG 'SSOry trim, clay roof feces fo r p d o s at Ma(�utacr ;,rcd for each and valley terminations. r tons. profile. NESTS OR trie 0R pRO4C.crS PANLF i Dintcn Test ACT) RCD BY 4 ' 8 x 2 on � 'Produ OT { RS �.13p shank PA 114 cscri ti dia 0.178 flute dra. Appendix Slijinless Steel 1 t 1 I t .i 1• T „ tut.• c• r generic I,i IITATIONS '' Fire classification is 3 .? not For or adhcsirc pari tile this a cceptance. ; a ccordanc e t or with R ? ? AS 106 a ppiicalion s . p� ica t sh i! retain :hc 'services a sI' f ie field uplift Icst shall he quarter! }' cast in rvices of a M1arn performed rator o s ubmitted to the a `Orianc . Dade Building with f A I C O i nty 2. Socir- Thr S Co Cdc COnip�iancc Of1i'�.. aG.6ts � dt ��'A' -�. Sr,c- f�- ir`srit Laboratory to lill be -errtztfoago. RRC oo(1ng Product Control Examin • ...qxv • not mopped uhderviyttle • l r • . litcrati:rc. sope unitss stAtea or.nerivist b.. i .... •••• • :...• .: . . r-IPOPI c liell u i ri ld d rIs crl . . 3.6 • .•. •• This acceptanc is for woqdqi: app4aCiong compliance with app the bit ild;ng code ' ' • • • Sam 'S' and its cprnponents.ihzil? be ins•taPc.C1 strict compliance with Nfiarni Dade. County Roofing Applicti6niStirtrlas rlAs ti; I RAs 119, and RAS !20. 4..12 Data For Attahment :GIct.dati,o'ns: • :" • I • , 1 Santafe 'S' INST ALLATION 11 Tile Profile Profile , eattens r direc! , 8 isa,_1(3fe .s. Deck Table 1: Aerod namic Multi Batten A tica on C.274 2":12 Table 2: Restoring Moments due to ,c3'ravi ft- t 3 ":12 " 4:12" M lb i 1 ---- • 2" 7 ":12" or :tens Direct 1Bottelsi Direct 18a reater Deck I Dotoreckci Batten i Direct Battens Direct , .. 2.93 5 90 1-3-.85 5.62 5.73 i 5.69 .......,___Dez.-k I Deck Deck I : 1 5.53 .5.31- 5.29 5.03 N/A Table 3: Attachment Resistance Expresse as a Moment- Mf (tt-.1bt) 11-771 e -- i s T7rfiTn - ( ii _---- r i....j..;0,.aristrt rN c if rrS, I 1 Ap tic 'on ! .S°crne.l. ste lo Screws onc Sc:cw i Santafe----FDTre-C-t-Deci-c-7/ -216 ---4 29.16 f i../ Cli -. • Battens _ _ 1 . ___4:76:---1---- 57.1 3 . 1. Aper2v?-1----(i scte■j-'s a-s—notc•d T'recl• • .p_anttered by othcfs'_:_l_ i I Table 4: Alla chmertt esistance Ex el It Tile _ Tile !I for Mortar or Adhesive S'et I 1 --- LrIzate 'S' Moriar Profile Appliation !i __ Adhessve Set 3 It i !i : , 00 -1212 06 • ay bc insta/lcd perpendicular to the roof incnt material martufacturers published Minimu deck requirements shall be ers— X ft a a Moment - (ft-lbf) stems 0.297 A ttachment Resistance 23.6 61.9 Zuloaga, RRC ;Rooting Product Control Examiner .1 X (ft ) Direct Deck Two Screws w/ 57.60 61.77 ,.., ..--,„- 5.1 .4!1 tiles shall beL th c irn p ill rin t o r.i lint- iBc; abli : o c' or follciwing statement: - ?.... . st • 6. , . _ . ., •: :•, • : • . . uct Control Approi/ed"..—. : . .., , . .7.,!,■7-..F71.4“. ' '. 0-1212:0.e 13 UILDING PERMIT kg 1 u I rt.4,1/ i rsi rs ° • iirtfia coav f, / king f the ma u r i .i. s ,.(1 . 6.1 : Apphcation for building.perrnit shall be aceorrip ied by copies of the followins: This Notice of A cceptance. .. ... . • 6.1.2 Any other docuinem! r,!qtrirc.!d t)yhhiBuilchlig Ofneial or applicable Buil • order to properly'eyaWtc:0)i:ir!s'ilt.11,1tien ogithis system. • . • g • ., Code in PROFILE DRAWIN IT SANTARt "SANTAFT. Su CL A Y 00 F riL 4 I NUJ< Zutusga, RRC ,,' Roofing Product Corn; Examiner .1 vorrc ;, _q6 : .7...-1 IL „ 1 Rcncwa! of . OF AOC,Epr�NCE original this Acceptance .: ." Sr �• , • . D su : :n;rt ( aiiP6osa1) : : •• , CONDITIONS eight (8) years. d docu mcntatic` r � ; �t ahfxronsitic .3'}k • lc pg test su pPcrting' a renewal ngio.c f ing, application cu b y Any and all a pproved a 2 = cngi ', , hccn fir the following PProv pnb d ocuments and the 1 sta Pucyi Me!) .! a rc no older s An y st atement : e p ` uctl Ir perInal €r .'Y l,ahelt • .. �t Rencwa;s of ld Cc onditio nsof thisAccep', ar`t c` c ',' �` t - t .g ` ' r 4 ptanc 'cC311 , ,�, a jecn a change H jl f not considered 'f, a) There has } stated in t, arid the ange in t b) h, P product is not :n the South Florida guildirt product "onr:pha i c) li theAcceptance Rr w iththe c 8C du s n longer the sam Product (identical) e changCiF nc the ev aluation of this product originally correct in stallatio n of holder has not cal) as t 1 c The c omplied with all the r. e er g:nce r )s h the P H ie rn en s of this acceptance. includin a pproved: suoauttcYi is no longer prepared, si a ` ally the Practicing the . sealed t r Any revision or ° cr:g;ne ,j egwrcd documentation change - materials, g Profca5r initially auto matically � � ar in th, cause f ;through the ;sling o: a f or termination of i t s 1x °r rta nufactu r of r - Product or i revision application with A a ptance `• 5 . (through or the folrJtin • uNes, pnor rat written approval shall PProl)ri3tc feet, and JD oval has beta requested a) Unsatisfactory Pcrfo ng shall also a be grounds for removal of this granted by this office. , purposesc of this Acceptance as 2 this prodUct endorsement o p �ii � of this of any p 1 5 The N .• pta ucl for sales, adadvertisin ,ce of Acceptance numbe (I expiration date may any other dis l . e b e display ce n Pre :cdcd by the words t P ) c then it shall try advertising ds m�Dadc 'x done ir. its g literature. If andr County, Florid 7 entirety '' PoniJn of the. No Florida, followed by the A copy or as Notice Ac�c si ie at provided to the user b man ufacturer well as appro�.e d drawings Ptar,ce is h er rlaclurrr ttii al( tirr:es: The c or its distributors and °th ' t copies nCCd not utors and s f ; ldocun,cnts, where i 8 F'ailulr to : of be resealed b}' tltc cn r , available for aPpl, :s, sh2i1 be AcccptanCe :rPiv With a ny 5 Z�jon of this Acceptance shall c li inspectio at the job ° This ,�c_c «lsc for term nation Fiance contains pages ! th. °ugh 5 �! and removal of [� i `ND OF Tilts ACCEPTANCE I tr t a s tlFrank RRC ` ~f r ltoof,ng Product Control Ex.ernincr 1,1 MIAMIDADE I;LJJu NG CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction ma The documentation submitted has been reviewed by the BCCO and accepted by the Building tencts. Review Committee to be used iu Miami. Dade County and other areas where allowed by the Authority Hngc Jurisdiction (AHD. This NOA shall . not be valid after the expiration date stated below. The Miami -Dade County Product Division (in Miami Dade County) and /or the ART (in areas other than Miami Dade County) ty Control to have this product or material tested for quality assurance purposes f reserve. the o r m in the accepted manner, the manufacturer will incur the expense of such testing a material and theAH.1 may to perform n revoke, modify, or suspend the use of such product or material within their jurisdiction. BO eves the to revoke this acceptance, if it is determined by RA reserves the right material fails to meet the requirements of the applicable uildr g odP Product Control Division that this product or This product is approved as described herein, and has been designed to comply with the High Velocity H Zone of the Florida Building Code. ry urncane DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after expiration date or if there has been a revision or materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement f any m in the product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer and shall be available for inspection at the job site at the request of the Building Official. or its distributors This NOA renews NOA #02- 0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. MI-DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date :10/23/03 Page 1 of 32 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 UltimaTM Base Sheet GAFGLAS Flex PIyTM 6 GAFGLAS Ply 40 GAFGLAS ®Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated Roofing SBS /APP, Modified Bitumen Wood -75 psf See General Limitation #1 Dimensions 5, 55 gallons 601b. Bags 100 lb. bags 5 gallons 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (l meter) Wide 39.37" (1 meter) Wide Test Specification ASTMD41 ASTM D 1863 ASTM 1227 ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D3672 ASTM D 4897 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral, Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet 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. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. NOA No: 03- 0501.02 Expiration Date: 11106/08 Approval Date:10/23 /03 Page 2 of 32 Product GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat - WeIdTM Smooth RUBEROID® SBS Heat - We1dTm Granule RUBEROID® SBS Heat - WeIdTM 170 FR RUBEROID ®:SBS Heat- W PLUS RUBEROID® SBS Heat- Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® Modified Bitumen Adhesive RUBEROID® SBS Heat - WeIdTM 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth Dimensions various 39.37" (1 meter) Wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter.(39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 5 gallons 1 meter (39.37 ") wide 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 39.37" (1 ineter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D3672 ASTM D 4897 ASTM D -6164 ASTM D -6164 ASTM D-6164 ASTM D -6164 ASTM D-6164 AS fM D4601, Type II, UL Type G2 BUR ASTM D 3019 Type BI ASTM D-6164 ASTM D 6222 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6222 ASTM D 5147 Product Description Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Premium glass fiber reinforced SBS- modified base sheet Fiber reinforced, rubberized Adhesive Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 3 of 32 roduct RUBEROID TORCH Granule RUBEROID TORCH PLUS 39.37" (1 meter) Wide RUBEROID TORCH FR RUBEROID 1701;8 TORCH Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR RUBEROID® ULTRACLAD® SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (MatrixTM System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Shingle- MateTM Undcr]ayment Tile -Mate Modified Base Sheet Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide '39.37" (1 meter) Wide . 5 gallons 5 gallons 100.1b. cartons, bulk 601b. kegs 4 sq. roll 30lbs. 1.5 sq. roll Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D.6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D6164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type I Product Description Heavy duty, polyester reinforced, asphalt Modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. SBS modified asphalt base sheet . reinforce with a glass fiber mat. 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 surfaced with . aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non-fibered. Aluminum pigmented, asphalt roof coating ASTM D312, Interply mopping and surfacing asphalt Types I, II, 11.1 and IV SEBS modified asphalt Fiberglass reinforced shingle underlayment ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat tile underlayment. NOA No: 03- 0501.02 Expiration Date: 11 /06/08 Approval Date:10/23 /03 Page 4 of 32 Product Tile -Mate Modified Cap Tile -Mate Modified Cap Plus TopCoat ®Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB+(Matrix 715 MB Coating) TopCoat MB +(Matrix 715 MB Coating) W (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SAS Adhesive (Rubcroid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive Test Dimensions Specification 1 sq. roll ASTM D 5147 103 lbs. 1 sq. roll ASTM D 5147 102 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM 1)3019 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 ASTM D 2824 ASTM D2824, Type I ASTM 'D 3019 Type III Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive - Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coating. Non - fibered. Aluminum. pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 5 of 32 APPROVED INSULATIONS: Product Nanie TABLE 2 Product Description GAFTEMP Isotherm R, RA, RN & Polyisocyanurate foam insulation Composite, EnergyGuard RA GAPIEMP® Composite A & N Polyisocyanurate foam insulation with high density fiberboard or Permalite perlitc insulation. (BMCA)GAFTEMP® Fiberboard Fiberboard insulation. GAFTEMP® Permalite GAFTEMP GAFCANTT" GAFTEMP Permalite Recover Board GAFI'EMP GAFEDGET'" Tapered . Tapered perlite board Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line ACFoam I, lI & Composite ISO 95+ ISO 95+ Composite EPS Wood Fiber High Density Wood Fiberboard Pelite/Urethane Composite Perlite Insulation Dens Deck E'NRG'Y -2 & E'NRG'Y -2 PLUS, UltraGard Gold Perlite insulation board. Cut perlite board Perlite recover board }figh density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. Generic Generic Generic Generic generic G -P Gypsum Corp. Johns Manville NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page6of32 APPROVED INSULATIONS: FiberGlass Roof Insulation ISORoc Structodek Multi-Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number 1. GAFTITE® (Drill -Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener 2. GAFTITE® (Drill -Tec ®) ASAP 3. GAFTITE® (Drill -Tec ®) Base Sheet Fastener and Plate 4. 5. 6. 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener Product Name Product Name Galvalume Plates (Drill - Tec® Metal) Polypropylene Plates (Drill -Tec® Plastic) Dekfast Fasteners #1.2, #14 & #15 TABLE 2 Product Description Glass fiber/Mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Wood fiber insulation hoard Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre - assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete. decks Galvalurne hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Dimensions 2 7/8" x • 31" • 3 "x3' /a" 3" round 3" square 3.2" Manufacturer (With Current NOA) Johns Manville Johns Manville • Masonite. RMax, Inc. Partek, Inc. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 %" GAF Materials Corp. 3" and 3' /s" GAF Materials Corp. Construction Fasteners Inc Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. 1TW Buildex Corp. ITW Buildex Corp. Johns Manville NOA No: 03 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 7 of 32 APPROVED FASTENERS: Fastener Number 13. 14: 15. 16. 17. 18. 19. 20. 21. 22. Product Name. Olympic Fastener #12 & #14 Olympic Fastener ASAP Olympic Polypropylene Olympic G -2 Olympic Standard Insul -Fixx Fastener Insul -Fixx S Plate Insul -Fixx P Plate Tru-Fast Tru -Fast Plates 23. Tru -Fast Plates EVIDENCE SUBMI'1"1ED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Trinity Engineering PRI Asphalt Technologies, Inc. IRT of S. Fl. IRT of S. Fl. TABLE 3 Product Description Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3 ".round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Test Identifier Current Insulation Attachment Requirements FMRC 4470 - PA 114 Wind Uplift PA 114 GAF -020 -02 -01 02-005 02 -014 Manufacturer Dimensions (With Current NOA) 3.25" round 3.5" round 3" round 3" round 3" round 3 " round Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. SFS /Stadler SFS /Stadler SFS /Stadler The Tru -Fast Corp. The Tru -Fast Corp. 3" round The Tru -Fast Corp. Description Date FMRC 1996 01.01.96 3.1. 1B9A8.AM 09.04.97 J.I.3D4Q2.AM 04.30.97 4483.04 97 -1 06.06.97 ASTM D 4977 TAS 114 TAS 114 02.01.02 01.1 8.02 03.22.02 . NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 8 of 32. Membrane Type: APP /SBS Heat Weld Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 ' or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: • GAFGLAS #80 UJtimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable,.RUBEROID Modified Base Sheet RUBEROID MOP Smooth, RUBERO1D® 20, RUBEROID SBS Heat- We1dTM Smooth or RUI3EROID SBS Heat -Weld 25 base sheet mechanically fastened to deckas described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS 075 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field: (Max Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS 075 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally, spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure --45 psf, See General Limitation #7) GAFGLAS Flex PIyrm 6, GAFGLAS #75 Base Sheet or any of above Base sheets . attached to deck with approved annular ring shank. nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS 4175 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFITFE) 012 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure - -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS 075 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) 1112 or #14 Screws and.3" Plates, 8" o.c. in 4-rows. One row is in the 2" side lap. The other rows are equally spaced approxiinatcly 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat- Weld•rm Smooth or RUBEROID SBS Heal. -Weld) One or more plies•GAFGLAS PLY 4®, • GAFGLAS® PLY 6® 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.. or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 28 of 32 Membra One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid® Torch Phis Granule or Rnberoid® Torch FR torch applied according to rnanufacturef's application instructions. Or One or more plies of RUBEROID® SBS Heat- WeldTx' PLUS, RUBEROID® SBS Heat- Weld'M PLUS FR, RUBEROID® SBS Heat- WeldLM 170 FR, RUBEROI.D® S13S Heat- WeIdTM, RUBEROID® SBS Heat- Weld'lM Smooth, RUBEROID® UltraClad')' SBS and RUBEROID® SI3S Heat- WeIdTM 25 applied according to manufacturers application instructions. , Surfacing: (Optional) Install one of the following: 1. Gravel or slag applied at 400lb. /sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoat Emulsion at 3 gal. /sq. (Torch Smooth applications only) 3. GAF Weathercote ®MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 S13 Coating), Applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening Above NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 29 of 32 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply TM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 /a" Dens Deck or V2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed 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- 40lbs. /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 shall 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 121bs. /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 Testing Application.Standard TAS 105. If the fastener value, as field- tested, are 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 a 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, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners).. Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not he applicable.) 10. All products listed herein shall have a quality assurance audit iu accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 32 of 32 Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood, Non - insulated Deck Description: 19 / 2 " or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened to roof deck. . All General and System Limitations shall apply. Base sheet: GAFGLAS #S0 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBI3ROID® 20, RUBEROID SBS Heat- WeldTSl Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4®, GAFGLAS Flex PlyT"{ 6, GAFGLAS #75 Base Sheet or any Options: oflabove Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field.. (Maximum Design Pressure --45 psf, See General Limitation #7) GAFGLAS© Ply 4®, GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. • (Maximum Design Pressure --45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9 ". o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maxi,nu n Design Pressure —52. S psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with • thrill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, ] 2" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tee (GA TLTE) insulation plates at a fastener spacing of 9" 6.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure — 60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tee (GAFTITE:) #1.2 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approxirately.9 "o.c. in the held of the sheet. (Maximum Design Pressure —7.5 psf, See General Limitation #7) (Optional) One or more plies GAFGLAS PLY 4®, GAFGLAS Flex Ply 6, GAFGLAS #80, RUI3EROID MOP Smooth or RUBEROID 20 sheet adhered in a full mopping of approved asphalt applied within the I3VT range and at a rate of 20- 40 lbsisq. Ply Sheet: NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 26 of 32 • • Membrane: Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lbJsq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lbJsq. + 15%. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening above One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 20, Ruberoid® 30 or Rnheroid® 30 FR, or Ruberoid® Mop FR or RUBEROID UhraCladrm SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal/sq. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 27 of 32 h1ET.SarieFAXLon From: adminahrator To: Fax/805 -088 -0545 Dale: 11J19J2009 Time: 2:42:04 PM Membrane Type: . SBS Deck Type l: Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank System Type E-2: RUBEROID® Tile Underlayuient, Base Sheet mechanically attached,. All General and System Limitations shall apply. Anchor shat: Ply Sheet: Membrane: Maximum Design Pressure: • Maximum Slope: 1 '.1 9.Ib7'014 GAFGLAS® #80 Ultima' 1 Base Sheet, RUBEROID® 20 bas sheet or Tile-Mat. Modified Base Sheet applied with a minimum 2" side lap and a minimum 6 "end lap: Base sheet maybe applied at a right angle (90°) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. (Optional) One, or more plies GAFGLAS PLY 4® Ply, GAPGLAS PlexPlyT"' 6 sheet, GAFGLAS #80 UItimaTM, RUBEROID MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. One ply RUBEROID® MOP, RUDEROID® MOP PLUS, RUBEROID® SBS Heat- WeldTM Granule, RUBBROID® SRS Heat- Weldrm PLUS, Tile -Mate Modified Cap or. Tile -Mate Modified Cap Plus, membrane may be applied at a right angle (90°) to the slope of the deck* adhered in a full mopping of Type TV asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane shall be back nailed to deck with approved annular ring shank nails and tin caps in accordance to applicable Building Code. No nails or tin caps shall be exposed * Membrane may also be installed parallel to the slope of the roof (i.e. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Refer to tile manufacturer's NOA. Must Comply with Roof .Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Code. NOA No: 03- 0501.02 Expiration Dote: 11/06/08 Approval Dote :10/23/03 Page 30 of 32 Papo 30 o123 ftJH1Ikimn WHIb:f PM? '414 a • . , v v .....,t.a. v L I7 L 1:111 J'flVU A'1'1UNS: 1 A slip sheet is required with Ply 4 and Flex P]y' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum IA" Dens Deck or Va Type X gypsum board is acceptable to be installed directly over the wood dcck. GENERAL LIMITATIONS: 1.. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed 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 n'oPping of approved asphalt applied within the•BVT range and at a rate of 20- 401bs. /sq., or mechanically attached using the fastening pattern of the top layer • 3. A11 st:►ndarcl 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 where the. base sheet. is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping• with approved asphalt, 12" diameter circles, 24" o.c.; or strip . 'Hopped 8" ribbons in three rows, one at each sidclap 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 121bs. /sq. Note: Spot attached systems shall he limited to a maximum. design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based ou a Minimum Characteristic Force (F) value of 27.5 lhf., as tested in compliance with Testing Application Standard TAS 103. If the fastener value, as field-tested, arc below 275 Rif. 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 a 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, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utiiize the withdrawal resistance valve token from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7.. Perimeter and corner areas shall comply with the enhanced uplift pressure rcquiremctrts• of these areas. Fastener deatsities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS •.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 Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressu limitation listed shall be applicable: to all.roof pressure: zones (i.e. • field, perimeters, and corners). Neither rational analysis, nur extrapolation shall he 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. .hc applicable.) • 10. All products listed herein shall have a quality assurance and.it in accordance - with the Florida Building Code. and Rule 9h -72 of the Florida Administrative Codc. END OF THIS ACCE1''l'AN CL; N<);1 No 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 32 of 32 R9OF 40VERING MATERIALS (TEVT) • Roofing Systems (TGFU)— Continued Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- nurate, urethane, perlite /isocyanurate composite, perlite /urethane com- posite, phenolic, 1 -1/2 in: min. Base Sheet (Optional): One or more layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid lbrch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9. Deck: C -15/32 Incline: 1/2 i n, lation isocyanurate, a urethane, pert te/ socyvwrallteecornposi e,rperlile/ urethane composite, phenolic, 1 -1/2 in. min. . Base Sheet: One or more layers of Type C2 "GAFGLAS 1175 Base Sheet ", • hot mopped or mechanically fastened in place. PIy Sheet: One or more layers of Typ Cl "CAFCLAS Ply 4", het mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Alumini Coating at 1-1/2 al se or GAF Weather Coal Emulsion at 3 gal/sq. b � /' 1 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1-1/2 in, min. Base Sheet: One or more layers of Type G2 "CAFCLAS #75 Base Sheet "; hot mopped or mechanically fastened in place. I'ly Sheet: One or more layers of Type CI "GAFCLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). • Surfacing (Optional): GAF Fibered Aluminum Coating at 1-1/2 gal / or GAF Weather Coat Emulsion at 3 gal /sq. 11. Deck: C -15/32 Insulation: isocyanurate, 2 in. min., woodttber perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFCLAS #75 Basc Sheet ", hot Mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type G1 "GAFCLAS Ply 4" or "Ply 6 ". hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq l:. or GAF Weather Coat Emulsion at 3 gal /sq. tl, 12. Deck: C -15/12 r i Insulation (Optional): isocyanurate perliteeor glass fiber, any thick . ness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet:. One or more layers of 'Type C2 "GAFGLAS #75.Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type Gl "GAFCLAS 1'ly 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch 1701'R" (granule). Surfacing (Optional): CAF Fibered Aluminum Coating at 1-1/2 gal / • or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): isocyanurate wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFCLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One.or more layers of Type GI "GAFCLAS Ply 4" or "i'ly 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC w Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass • fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFCLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). urfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq r GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. ■ 15. 'eck: C -]5/32 Incline: 1/2 ,. 172 LOOK FOR THE UL — �•..� -v r VIl I • • ROOF COVERING MAT ERIALS (TEO Roofing Systems ('I'GFU)— Continuer • Insulation (Optional): perlite, fiber glass, isocyanuralc, meth.): perlite /isocyanurate composite or phenolic. • 13asc Sheet: One or more layers Type G2 or G3 base sheet, hut mop... or mechanically fastened. Ply Sheet (Optional): One or more layers Typ GI, but mopl„ :c ; place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop '170 FR" (granult 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlie, fiber glass, isocyanurate, utelha perlite/isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, he mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type C -1, hot mopped it place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop' (smooth). Membrane: One layer of "Ruberoid Torch 170FR" or "Ruberoid Mop FR" (granule) X17. Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite / isocyanurate composite or phenolic. Base Sheet: One or more layers Type C2 nr C3 base sheet, hot mopped or mechanically fastened. Ply Sheet ( Optional): On or more layers Type C1, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Inclie: 1/2 • Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): Otte or more layers of Type G -2 or C -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch 170FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC n Insulation (Optional): One or more l ! ayersa Fertile glass fiber, isocyanuralc, urethane, perlite /isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies GI or G2, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Boman "No. 6160" cold applied adhesive at 1-1/2 gal /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -human "No. 6160" cold applied adhesive at.1.1 /2 gal /sq. 20. Deck: C -15/32 Insulation: Polyisocyanurate, any thickness.e: 1/4 Base Sheet: "GAFGLAS 1175" (Type G2), mechanically attached. Membrane: One or more plies of "Rubberoid lbrch (smooth). Membrane: "Ruberoid 'torch 170FR" (granule). 21. Deck: C -15/32 Incline: Insulation (Optional): Polyisocyanurale vood fiber, perlitc, glass fiber any thickness, hot mopped or.mechanically fastened.' • Base Sheet: One or more plies of Type G2 "GAFGLAS 475" or "Ruberoid 20 FR" base sheets, hot mopped or mechanically fastened. Membrane: One or more plies of "Ruberoid 30 FR" but mopped in place. 22. Deck: C -15/32 t Incline: Insulation (Optional): Polvisocyanurate,wood fiber, perlite, or glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS 1/75" hot mopped or mechanically fastened: Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hot mopped in place. Membrane: One or more plies of "Ruberoid 30 FR ", hot mopped in place. 23. Deck: C -15/32 . • Insulation (Optional): Fiber glass or perlite fastened. Base Sheet One or more layers Type C2, hot mopped or mechanically fastened. • MARK ON PROD UCT • Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Printed: 4/1/2004 Applicant: MARIO Owner: PEREZ JOB ADDRESS: 145 NE 101 Contractor KAWALEK, PAUL RICHARD Local Phone: 786 -277 -9540 Parcel # 1132060131940 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -433 PEREZ MARIO ST Contractor's Address: P.O. BOX 531051 Permit Status: APPROVED Permit Expiration: 9/25/2004 Construction Value: $8,400.00 Work: RE -ROOF COLOR THRU TILE SANTA MARIA Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 20 & E1/2 LOT 19 BLK 14 LOT SIZE Fees: FEE2004 -3394 FEE2004 -3395 FEE2004 -3396 FEE2004 -3397 FEE2004 -3398 FEE2004 -3405 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $275.00 $5.40 $5.00 $1.80 $6.88 $9.00 . $303.08 Total Fees $p Total Receipts: $0.00 -NK In consideration of the issuance to me of thls 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 responlsibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: NOTICE OF . COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. D Legal description of property and street/address: I 5 t!' 1 1 44 ' 'lam) Shores ()Description of improvement: Re-1 OP &Owner(s) name and address: twit? 6z 1 0C"' " 54-1 t c i44 1 6korr3 F - ` its Interest in property: Name and address of fee simple titleholder: 0 Contractor's name and address: i v` L T40.w 4 .1 "V 0 I Bpi( g3 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as . provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration dat of this No of om ncement: (the expiration date is 1 year from the date of recording unless a vi fferent • ate r specified) Cui1ia Signature of •wner Print Owner's Name Sworn to and sbscribed be ore me thisoiO day of Notary Public Print Notary' -fame ` aC ve in My commission expires: 123.01 -52 PAGE 4 (1/60 6t:... •riTNES \AMEN 1y #". AnNueha R odItg1192 *i'* %„,: Expires May 25, 2004 FLORIDA, COUNTY OF UAOE ;i'A7Eo - ;p o the HEREBY CERTIFY that this is day of ,tgma1 file / itr on ' AD 20 IIIIIII II CFN 2004-R0 22713 OR Bk 22173 Ps 3196; tips) RECORDED 04/01/2004 14 :39:14 HARVEY RUVIN► CLERK OF COURT MIAMI -DADE COMM FLORIDA LAST PAGE o5) ' Miawt Prepared by ? O(A\ k &wale) Address; ' • 0 N COY 53 10 tkl aint I Ft— 33 t 53 0A-olev e\' 1,± s p h at I 5V) 50 0 5, w ittkrere, 15 I rj5r/ WO 101 Ni tuo61 -- : keigwir s Date 3 Job Tao Legal Description Owner/Lessee / Tenant • • ••• • • • ••• PERMIT ARPLICATION FOR MIAMI $HOp :syI .LAGE • • • • • • • • • /i � Q7 /9 / c .„.. D/' � / • • • • • • • • 1Glasier'ermir # 4 /26ZD7)3 — �/' 33 i''�e Say AF/1/6" Owner's Address ! — /i/ /D/ el'1)93 f� • 54 Ph nn • • : • • , p ;1'; • •_ / / •/ II- •4tidjes: • • V 14,14 !• / 2 . 3/ary Quafifi State # 3� Architect/Engineer Bonding Company Mortgagor l Address Square Ft. &go Permit Type (circle one): BU DING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION f,(/ .3, (A/L - 7(.___ Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separat permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDA I certify that construction and zo g. F Signature . owner and/or Condo Notary as to Owner and/or Condo President My Commission Expires: FEES: PERMIT IC RADON APPROVED: Zoning Mechanical regoing information is accurate and that all work will ne m.liance with all applicable laws regulating orize the abov named contractor to do the work stated. // .w r 4$i o PE t. /L7 /e 2 c p,RY PG OFFICIAL NOTARY SEAL O 9., LEONELVALLADARES n . * COMMISSION NUMBER OF .. •+ �11'Gi CC981666 MY COMMISSION EXPIRES __._. DEC. 8 2004 Building Da e C.0 /atv Notary as to Con My Commission OTARY Historically sigt ect 'Yes . • • • • No • • • • • • • • • .7) 02 f 10 da . 1■ _.� • - . Signature of o : cto or • er : ilder OOFING)PAVING FENCE SIGN or O.wiier- Builder EVRYN 11O11IQ w CU" 6R 7/310S Pk SD UPON awe I left BOND TOTAL DUE f7 / C/ 08 • — Plumbing Structural Engineer 43 -3o -03 Date 3 0 -Q Date _ - ___ _ .. _ill - __------ I Ll ;iiii:t l� _ . . -, ____ - - ------ .-- • _-- - •- �_. _- . : :..... _. _ _ .. -_ ..._ __ - ..I._�_. t G _ _ _. _. r s _ ._ I w _ i. ' fg! ISt� I_ _ - ...... — I 4 1. =- - i 1 - —' - - ° - -- - - _...___ --1 i - 1! . _.. _ _ _ _ 1 111_11 _ - -- . - -• - - -� -- 1- -- = 1 _ _. I 1 11 Florida Building Cotle editton;2002 : : High Velocity Hurricane Zone Unifdrm PdrrfitaprilicMtidn Foi?n.• • • • • • • • • • • • • ••• • • •• • • • Master Permit No. a9 3 — Prgcess Not.. • • • ❑ Low Slope ❑ Mechanically Fastened Tile Ar Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE New Roof ❑ Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Contractor's Name ' Y v:J. -/A0 �, . - •• • . . /4/—Y- • ••• j'•• ' / • • • • • • • Job Address / Ar /0� • • • • • • • ••' • • • • • ••• • ••' = � Low Slope Roof Area (SF) Section A (General•Information)• ••; ROOF CATEGORY •• •• 1,1114/ • • ' • • •• WI IV OF SYSTEM INFORMATION ✓� �v�b s o / vim-/ bra Steep Sloped Roof Area (SF) Total (SF) HA 6 o Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELF "TQNIC ArPLIFATION . . . . . • . . • IL IL. Roof Slope: l3 "112" Roof Mean Height: [ Ridge Ventilation: IN/A Method of Tile Attachment: !Adhesive, Medium Paddy Polyfoam Polypro Alternate Tile Attachment Method: 1 N /A Clip Spacing for Metal Roof Panels Field: N/A Perimeters: N/A Corners:1N/A Perimeter Width: N/A • .•. • • ••• Section D (Steep Sloped Roof System) Page 4 • • ... • • • •.• • • • • • • • • • • • • • .• • • • • • • • • • • • • • ••• • • • .• • • • • 1N /A Fasteners: 1# 90 ASTM Roof Covering: • . • . •. Sloped System Description Deck Type:15 /8" Plywood J Alternate Deck Type: IN /A Underlayment type: 1# 30 ASTM Insulation /Fire Barrier Board: ! N /A Optional Nailable Substrate: 11.25 Inch RS, TC, N/C Cap Sheet Type /Adhesive Type: 'Santa Maria Spanish "S" Tile Roof Covering Attachment Method: !Foam Drip Edge Size & Gauge:1 face 26 ga. Drip Edge Material Type: I Galvinized Metal ___! Drip Edge Fastener Type: 11.25 Inch RS, N/C Hook Strip /Cleat ga. or weight: ! N /A Page 101 1 http: / /www. co. mi ami - dade.fl .us/bldg/rooff ng_perm iti ng/section_d_3. html 3/14/2002 Roof System Manufacturer: Ladrilleria Melerrde! Sa • •• ' ' • • • Notice of Acceptance Number: 1 01-0521 . 01 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): Pmax 1: 1$•51 Pmax 2: 23.58 Pmax 3:123.58 Maximum Design Wind Pressures, (From the PCA Specific system): 68.64 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELF "TQNIC ArPLIFATION . . . . . • . . • IL IL. Roof Slope: l3 "112" Roof Mean Height: [ Ridge Ventilation: IN/A Method of Tile Attachment: !Adhesive, Medium Paddy Polyfoam Polypro Alternate Tile Attachment Method: 1 N /A Clip Spacing for Metal Roof Panels Field: N/A Perimeters: N/A Corners:1N/A Perimeter Width: N/A • .•. • • ••• Section D (Steep Sloped Roof System) Page 4 • • ... • • • •.• • • • • • • • • • • • • • .• • • • • • • • • • • • • • ••• • • • .• • • • • 1N /A Fasteners: 1# 90 ASTM Roof Covering: • . • . •. Sloped System Description Deck Type:15 /8" Plywood J Alternate Deck Type: IN /A Underlayment type: 1# 30 ASTM Insulation /Fire Barrier Board: ! N /A Optional Nailable Substrate: 11.25 Inch RS, TC, N/C Cap Sheet Type /Adhesive Type: 'Santa Maria Spanish "S" Tile Roof Covering Attachment Method: !Foam Drip Edge Size & Gauge:1 face 26 ga. Drip Edge Material Type: I Galvinized Metal ___! Drip Edge Fastener Type: 11.25 Inch RS, N/C Hook Strip /Cleat ga. or weight: ! N /A Page 101 1 http: / /www. co. mi ami - dade.fl .us/bldg/rooff ng_perm iti ng/section_d_3. html 3/14/2002 Mean Roof Height in Feet 15' 20' 25' 30' 40 ' Roof Slope D E a B Ct< 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 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 • • . • • • • • 1•3 11 .'•tY •• ••• • ••• • • • • • • Section E (Tile Calpjlptjortis) •• ••• •• • •• ••••• • • • For Moment based tile systems, chose either N;etim d or �� 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 1:1767 : 46.1 . x AP-75T - M 5727 = Mr1: 8751 NOA Mf: 68.64 P 2 x A 0.299 - M 5.27 = Mr1: 23.58 NOA Mf: 68.64 P 3:96.5 x 0.299 . Mg; 5.27 = Mr1: 23.58 NOA Mf: 68.64 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: r NOA Mr: 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. Page 5 Page 1 of http: / /www.co. miami- dade.fI.us/ bldg/ roofing_permiting /section_e_3.htm 3/14/2002 03, ./ 17: , 1 _ 3052F F i.{ ADDII • • • • • • •• •• • • • •• •• ' • • •'• • • • • • • ' • • • ••• • • • • • • • • • • • ••• • • • • • i)>CC ION 1 .•. ••• • Stoll V;LOC17� V U UAD`RC4Ir I ZONIS Nttr�.t > CWAtl1[t NOTI7LC.AT1O ) }e00F1N(; CON81DZItAIIONG . • • • • • • 1334. t As it ptr4iets to thh at;thiri, k is true. rti.trhnsfbilite oh this roofin; eanaaoty to provide the every with . tits revived exArts permit, tai is a hfn to this vrvder2ho tatPtet of The 1.1re of Chapter iS . ot t I N n o t & uiiB t ) < C ,1Yirf sovehit vitC44rti nh4ulrtimmtt 4tnd itarte d* Indotry fir 't i t$ tysats% t: lleti rts. f►f??tNttnslly, the lbilo444 l' rttt)hg'tlj!.`x+ itiplmteed its pev of this tree-wen! When* the trodtxt anti the ai:N:'" iGtVt. Tt owners 11iJa l ill the "1'.4je vtt I irAkalr t etal ttot` 143 �ttrtt txgltt frG�. • . Auth ite.WoNtmtnshlpt 'The ww1►►r enthip proviiivrrs of Chyter is nits+ iet;eciry Itfuertet+nr. Aria lair the purpeva or yitpdsois tbti a rnatttg syAvet most the wind okei t rtce colt :v;tei iiltruxien • petltrmstwe s4114irdt. 4111.W `*'sits, (gyt9 "t;..tt''' ;)1 LiC1?S 'R t 4 "•it ;(4 '.'.0,01 ?lapel to WV n1 r4JSIehip provl1 L A t ; o t ' t e a m ot.r). is tax of att. + � t r t r t t'nt s rea me : c o t t a 1rsrt=nt. ;4d9, thoutt1 a ke pint or the tgresasent between the owner ea t1►a 4mia:rseter. lteettilai Woad Decks: When rotating rooting, the cxh%;ng waatl toegg iedr. shay het'" to be resulted eerie with'th, currant provtekes of ClAttee Ld (Vigh Vgl00%ty Minicar, ,Zv' ) yr 3rb'?4^tid 8uiilit S. roof Q.ui ( it► wotisatl d mkt( to rteworing Orr t�iegIrs' rTx3t'>ry�l!.t. . 'Cornett Usenet C'cauct7r1 eta); DM t whteh hnve r of fb'vs &&keener w. ese wetgl,botttrg ttwplsotsasr, est:831-,1 ;1,lutpe, •:'..:, Ir bet;tr ripe will, , :tr_•nt2v:pra thong, vita ruc,tk g eantrbWor endler jrtretsty theeetatoir,ta fit Attlee -eta leeitir ora fi9M1nat, t4 yetro rate d. d. Erased Cedbrapt:. Era pad, open begun claistgt et• wh*.re.thr etvdxeaitle or tht mcfdttidng v411 br wowvi Aaro delew. Tloe *VW mey 4tieh le tttsinttlin the orlibitoottuel spretlttnce, thci'erc\rti r e{teg nail WAIT' s of viii ands►nte* 44 int deckles& may O be ttetptabte. 'The !ttiida 013 t>�tim+ ertathrti4 111tis abpeut"noe. • Peadtvg iWateit °°' eurtent roof ty -tuft aellet dealt et thq bui tai may rot tt; 4in welt a. d MAY Papa w to Fond (a) in le v -1;'%* mime v‘ tlae vier. rt,w4irs, fferi tats iris oL 011a :twat tStstrera trans ee? ratitete rho stIttier■ :d to ;: tinsio goatttc.st trntatv4E!. Twitting iris ,' aF1oit t vita hie evict! •, 6htti reePoteitaren a1" tits. r reefing systertt, rtUditi ot:odit:erta telly rse# ti9 tiv1 ieiit ant � tt• oysfatrt is terhsvrd ?twang eondittvils tlartrtd lYt witiveted. 6.•Oeeril yr entrppere ( *e11 outtebt): h le tttp;red tibef• neinwster fbw v^l ei'Nat t *e s^. ;1 'wt aver 640 darns build yp of want. Fettrsetterbadp sills o4 etivex tec•T aate<:aira.t D'aty tltla if uo Etta/pert twrRit' oia4Pt ) eve for . i - vA'?aeti. '1 trsay iris rw.i earl z tos:a)i o nee; ecWiA:ea ill Or lAte • • _y. VemiltUolest Mud roof twectt tee should Wits sew *ION rss rtz ;t naturt1 e'art"ctw th, :fgh, Jae dt tic entate{1 asMcab1Y (tl'bt tt:1141ng WO). ). Its trx,ating ettiossn;: tit cliG veietis c t :Weis :-tcI t> trdtt4, it be Was leitaider attslItIortal Noting =Omit eat% oat* r4 • ins 'b .;t' 1.60 toot, • A • M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) I'ItODUCf CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Ladrillcra Mclendez S.A. 269 Coral Wood Ct. Kissimmee, FL 34743 This NOA consists of pages I through 4. The submitted documentation was reviewed by Frank Zuloaga, RRC • • .• • • • • • • • • • • • • • • .• • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • ... • • • • • • • • MI MP DALE COUNTY, FLORIDA .. • • •• • • • .• • • • • • • : • %'IliTlt'Q -weri • FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • (315,)•37r2, FAX (305) 375 -2908 • • • • • • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dadc County and other areas where allowed by the Authority 1- laving Jurisdiction (AM). This NOA shall not be valid after the expiration date slated below. The BCCO (In Miami Dade County) and/or the AI-IJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the A1 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of thc applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dadc County or Florida Building Code. DESCRIPTION: Santa Maria Spanish "S" RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building codc negatively affecting the performance of this product. TERMINATION of this NOA will occur aflcr the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misusc of this NOA as an endorsement of•any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any scction of this NOA shall bc cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dadc County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of thc NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall bc provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request oldie Building Official. NOA No.: 01- 0521.01 Expiration Date: 10/18/06 Approval Date: 10 /18/01 Page 1 of 4 -4 " ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Clay 1. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Santa Maria Spanish 1= 17.8" PA 112 High profile, one - piece, "S" .. w = 11.9" shaped, clay roof tile equipped min. 3/8" thick with two nail holes. For direct deck adhesive set applications. Trim Pieces I= varies PA 112 Accessory trim, clay roof pieces w = varies for use at hips, rakes, ridges and varying thickness valley terminations. Manufactured for each tile profile. COMPONENTS OR PRODUCTS MANUFACTURED BY OTIIERS 2.1 Product Rainproof I[ Ice and Water Shield Roof Tile Adhesive ( "Polypro® Alt160 ") Hurricane Clip & Fasteners SCOPE This new a roofing system using Santa Maria Spanish "S" Clay Roof Tile, as manufactured Ladrillera Melendez S.A. 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 design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Dimensions 30" x 75' roll 36" x 75' roll or 60" x 75' roll 3.6" x 75' roll N/A Clips Min. ''A" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 %" Test Product Specifications Description PA 104 PA 103 Scc PCA PA 114 Appendix E • . ..• • • • •.• • • • • • • • • • • • • • • • • • • • • • • • • • ..• • • • • • • • • • • • • • ... • • • • .. • • • . ••• • • • • • • • • . . . . . • • • • • • .. • .•. .• • • • • • . • • • • • ..• • • • .. • • • .. ... • • Self - adhering undcrlayment • • . . • • • • • ••• •• Single ply, nail -on undcrlayment with 2" self- adhering top edge. Two component polyurethane adhesive designed for adhesive set roof tilt applications. Corrosion resistant clips with corrosion resistant nails. • • Manufacturer . Protect -O -Wrap, Inc. (with current NOA) W.R. Gracc Co. (with current NOA) Polyfoam Products, Inc. Generic NOA No.: 01- 0521.01 Expiration Date: 10/18/06 Approval Date: 10 /18 /01 Page 2 of 4 Table 3: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Sin le Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santa Maria Spanish "S" Tile Polyfoam Polypro AH 160TU 68.64' I Paddy placement of 141 grams of Polypro AH 160T" Table 2: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" Santa Maria Spanish "S" Tile Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck 5.35 5.27 5.15 4.99 4.77 4.50 Table 1: Aerodynamic Multipliers - X (ft') Tile Profile X (ft) Direct Deck Application Santa Maria Spanish "S" Tile 0.299 • • •. • • • • • • • • . . . . . • • • • • . • • . • • •.. • • 3. LIMITATIONS . • 3.1 Firc classification is not part of this acceptance. 3.2 For mortar or adhcsivc set lilt applicatio.spa !talk fold, pliR t cslshali bc performed in accordance with RAS 106. .• • • 3.3 Applicant shall retain thc services of WiaQ i:133 Q tpu:t C Laboratory to perform quarterly tcst in accordancc with PA 112, appendix 'A'. Such testing shall bc submitted to thc Building Codc Compliancc Office for review. 3.4 Minimum undcrlaymcnt shall be in compliancc with thc applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlaytncnt applications may be installed perpendicular to the roof slope unless stated otherwise by the underlaymenl material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliancc with applicable Building Codc 4. INSTALLATION 4.1 Santa Maria Spanish "S" Clay Roof Tile and its components shall bc installed in strict compliance with Miami Dade County Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations 5. LABELING All tiles shall bear thc 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 permit shall bc accompanied by topics of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Codc in ordcr to properly cvaluatc thc installation of this systcm. • • ••• • • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• NOA No.: 01- 0521.01 Expiration Date: 10 /18/06 Approval Date: 10 /18/01 Pugc 3 of 4 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • PROFILE Dn4wlla •• : : • • • ••• • • •• • • • •• ••• •• SANTA MARIA "S 13.y;P x3r fiZ,f• •• • • • • •• • • • • • • ••• •• END OF THIS ACCEPTANCE NOA No.: OI- 0521.01 Expiration Date: 10/18/06 Approval Date: 10/18/01 Page 4 of 4 MM I�flAUE PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring ,TX 77383 -1132 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO..: 01- 0521.02 EXPIRES: 05/10/2006 APPROVED: 06/14t2001 MIAIVII -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 DIVISION (305) 375 -2966 FAX (305) 375 -2908 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethene Foam Adhesive 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 manufachuer'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 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. PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 1\s 0450001\pc20001We ydams4wtice aa+eptance cover pagedot Internet mail address: postmaster ®baildingcodeonline.com Iiomepage: 6ttp: /twww.buildingcodeonline.com Polyfoam Products. Inc. ACCEPTANCE No.: 01 -0521.02 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roof Tile Adhesive Materials: Polyurethane 1. SCOPE This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Polypro® AH160 N/A PA 101 Two component polyurethane Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro AH160 roof tile adhesive. 2.2 Typical Physical Properties: Property Test Density ASTM D 1622 Compressive ASTM D 1621 Strength Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor ASTM E 96 Transmission Dimensional ASTM D 2126 Stability 2 Results 1.6 lbs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. /Ft 3.1 Perm / Inch Approval Date: June 14.2001 Expiration Date: May 10, 2006 +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Chan e Humidity, 2 weeks Dispensing Equipment Frank Zuloaga, RRC Product Control Examiner 1. Polvfoam Product ACCEPTANCE No.: 01- 0521.02 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. F -W F' 2 4. INSTALLATION 4.1 Polypro® AFI160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH 160. 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® A1-I160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH 160 shall not be exposed permanently to su 3 MS Frank Zuloaga, RRC Product Control Examiner Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) N/A Flat, Low, High Profiles #1 35 High Profile (2 Piece Barrel) # 1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 Polvfoam Products, Inc. 4 ACCEPTANCE No.: 01- 0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 4.9 Polyproc:/ AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, inc. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY tollnition of the eeve course cover de. Abut to sword course af pen flea Ensure save end of pan and core lies rte lush at ene thr. Eon doom (moots wham) 5 ACCEPTANCE No.: 01- 0521.02 , UndelapreM MlOda Fends Optional 1r4's for 1) Place enough adhesive to achieve tl to 23 amp pitch application square hushes In corded idth the pen tie A Tum coven upalde down Ptaa adheshm 1211a. To 1 to. From outside edge of cove Lies. Than Instal the tie. Mal through plasle cement Outland Poht•op Mortar on krpltutfiyl edges d Me Frank Zuloaga, RRC Product Control Examiner Polyfoam Products. Inca ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY 6 ACCEPTANCE No.: 01- 0521.02 Frank Zuloaga, RRC Product Control Examiner Polvfonni Products, Inc. ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement ett• t r 3 in. x 3 In. ginfie PtddY on undedayment SIngls paddy on top of tile Era Counse 7 ACCEPTANCE No. : 01-0521.02 Single PaddY between the Erre Closure 2 In i 1 in. medium slue Fasda paddy ears course only Frank Zuloaga, RRC Product Control Examiner Single paddy under tile Single paddy between tile 2 in. x Tin. medltim she Noddy eave course only Fascia Weephole Save closure Drip edge Polvfoam Products, Inc. ' ACCEPTANCE No.: 01- 0521.02 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, 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 Approval ", 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 appropriatc 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 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 1 through 8. END OF THIS ACCEPTANCE 8 Frank Zuloaga, RRC Product Control Examiner ci) c)(3 Miami Shores Village 10050 NE 2nd Avenue Phone: 3A5.95 -2204 Printed: 4/3/2003 Applicant: MARIO Owner: PEREZ JOB ADDRESS: 145 NE 101 Contractor ZARA INC Local Phone: 305 - 856 -6123 Parcel # 1132060131940 Permit Status: Approved Permit Expiration: Work: NEW ROOF OVER ADDITION If there is no permit pack: fee is $50.00, which must bt This Permit is granted to the contr ordinances pertaining thereto and wi and approved by the proper municip; authorization. A further condition up ordinances and regulations pertainir by his agents, servants or employee Signed: In consideration of the i with the plans, drawings, s myself, my agent, servants ` Signed: Building Permit Permit Number: BP2003 -525 PEREZ MARIO ST Contractor's Address: 420 SW 18 TERR Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 20 & E1/2 LOT 19 BLK 14 LOT SIZE Fees: FEE2003 - 1951 Description Building Permit Application Fee Total Fees: Amount $60.00 $60.00 Total Fees: $60.00 Total Receipts: $0.00 9/30/2003 Construction Value: $2,400.00 suan e 1 atem n an ,•r 11• Iy Cpl •1101, 6 L OS 5 S 0 0002:12E19 OM, 90:11 .Ilf EVE t00.11 t H NOV ,IA OIi0V 1 ersop Ar >s Q \_- SHVTlocj as 98C813 140 0[9/En -0 £8£i. 8 31da 'hewn wilLh no inspections. Re- inspection Per I9 Ltd RICE Z3 'ry1 •.ua,L 4 8I MS OZ' 'JNI 'VUVZ AO 113080 3H101 At/d O PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) Job Address / 4 7 $ /1 E /4'/ ` Tax Folio // 1.0W #i5/ 4z Legal Description W f k i 11/ S // i' ' Master Permit # 3l(o le Owner / Lessee / Tenant b /V $ t/ F'/, ` Owner's Address / AIX J4/ / D/ Sit phone 7'S 7 - a 1 Contracting Co - X l 4 /It ,► 0611/4 4 , Address '/'' t/ 4C of pm " Qualifier-Welm°S a,® ®„,. SS# - - / phone State# Competency# Ins. Co. Architect /Engineer Address Bonding Company Address Mortgagor Address.. Permit Type (circle one): (UILDING) ELECTRICAL PLUMBING MEECHANICAL PAVING FENCE SIGN WORK DESCRIPTION /0 "to /-vice-d ' ° r..1 0 /pP° / Square Ft .Q ,j_ /2V 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. 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. nature :,f Owner and /o ondo Presi tel Notep'y ai to Owner and /or Condo President My { „ommission. Expires: PERMIT FEE: APPROVED: Zoning chanical * * * Fire Building Plumbing Estimated Cos4 Sn ature of Contractor or Owner - Builder Date: 012 e5 N Cont 0 ner- Builder P 4 / fel M Commission Expires: * * * * * * * Electrical Engineering PITCHED TRUSS TOP CHORD TEMPORARY BRAQING MINIMUM PITCH DIFFERENCE SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LB TOP CHORD DIAGONAL BRACE SPACING DB [ #trusses] SP/DF SPF /HF Up to 32' 4/12 8' 20 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer SPAN MINIMUM PITCH DIFFERENCE TOP CHORD LATERAL BRACE SPACING(LB TOP CHORD DIAGONALBRACE SPACING(DI%) [# trusses] SP/DF SPF/HF Upto28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. Ak CAUTION: A CAUTION identifies safe operating prac- tices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES © It is the responsibilityofthe installer(builder. building contractor. licensed contractor, erector or erection contractor) to properly receive, unload. store. handle. install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses fora particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood truss CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad- A vised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91" from the Truss Plate Institute. A CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. A WARNING: Do not break banding until installation begins. Care should be exercised in banding remov- al to avoid shifting of individual trusses. A WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. TRUSS STORAGE CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. Frame 1 DANGER: A DANGER designates a condition Aik where failure to follow instructions or heed warn- ingwill most likely result in serious personal injury or death or damage to structures. A WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833 -5900 industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections Ak should be made with minimum of 2 -16d nails. All trusses assumed 2' on- center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. AL CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. A DANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. A DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. A WARNING: Do not attach cables, chains, or hooks to the web members. Tag Line Spreader Bar Spreader Bar Toe In 1" truss of brac group of trusse End brace (EB) I I Approximately Approximately 1 truss length 1 /2 truss length Truss spans less than 30' _- 1\ 10 /'III 'Mil Approximately - 1/2 to 2 /3 truss length Toe In Less than or equal to 60' Toe In Tag Line Tag Line Approximately 1 /2 to 2 /3 truss length Less than or equal to 60' Toe In Tag Line A CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB -89, and in some cases determine that a wider spacing is possible. A GROUND BRACING: BUILDING INTERIOR Ground brace vertical ( GB„) Ground bracer diagona'Is (GB.) Note: 2"- °-floor system shall have de capacity to support ground braces. 2n' floor MECHANICAL INSTALLATION Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. 1. floor Backup ground stake CAUTION: Ground bracing required for all installations. Frame 2 WARNING: Do not lift single trusses with spans greater than 30' by the peak. Tag Line At or above mid - height Tag Line Driven ground stakes � \ \ r/1/l/l/ Strongback/ Spreader Bar StrongbacW Spreader Bar Approximately 2 /3 to 34 truss length Greater than 60' kJ. \'T WIN l %�`\ 1 0' 10' Approximately 2 /3 to Va truss length Greater than 60' Strut (ST) 10' GROUND BRACING: BUILDING EXTERIOR Typical horizontal tie member with multiple stakes (HT) Typical vertical attachment End Wall Sid 1st uss of braced p of trusses ce (EB) e 12 4 or greater 1 SCISSORS TRUSS TOP CHORD TEMPORARY BRACING I Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF = Douglas Fir -Larch SP = Southern Pine HF = Hem -Fir SPF = Spruce - Pine -Fir Top chords that are laterally braced can buckle together and cause collapse If there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce - Pine -Fir All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required Top chords that are laterally braced can buckle together and cause collapse if there is no diagonal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are at- tached to the topside of the top chord. Ak WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. 12 ,agg ar... ilk t i l* Iol, Am. jr :MOW 407 — AlilliP A 411111111111111111111111:7111' ._ N. _ ...im \quo th7 A. ■ 11.1 14 1111 4..__dirios :_liv NV ` ra 4 I I I I I I 1°.' ."4 I I I I I I I 110 a I . I I . 1P-Allii I I I ILIII-- Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required All lateral braces lapped at least 2 trusses. Frame 3 MONO TRUSS TOP CHORD TEMPORARY BRACING MINIMUM DEPTH SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LB TOP CHORD DIAGONAL BRACE SPACING(DB [ #trusses] SP/DF SPF/HF 12 Upto24' 3/12 8' 17 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professional engineer SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LB TOP CHORD DIAGONAL BRACE SPACING(DB [ #trusses] SP/DF SPF /HF Upto32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING (LB BOTTOM CHORD DIAGONAL BRACE SPACING(DB [ #trusses] SP/DF SPF /HF Up to 32' 4/12 15' 20 15 Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer D(in) D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1 -1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7 96" 2" 8' 108" 2" 9' L(in) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(in) U200 L(ft) 200" 1" 16.7' 250" 1 -1/4" 20.8' 300" 1 -1/2" 25.0' 12 — I 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. A WARNING: Failure to follow these recommendations could result in A severe personal injury or damage to trusses or buildings. Permanent continuous lateral bracing as specified by the truss engineering. Frame 4 1 BOTTOM CHORD TEMPORARY BRACING DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce - Pine -Fir Temporary cross bracing at each end of the building and repeated at 20' intervals. All lateral braces lapped at least 2 trusses. 1 BOTTOM CHORD PLANE 1 1 WEB MEMBER PLANE 2x4/2x6 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING All lateral braces lapped at least two trusses. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. A WARNING: Failure to follow these recommendations could result in A severe personal injury or damage to trusses or buildings. 4x2 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. I��, 2p (oe „pm ��` r° Tr„ s sae I SP MF o.c. �I 4 `', �; p min v oll w End diagonals are essential for stability and must be duplicated on both ends of the truss system. End diagonals are essential for stability and must be duplicated on both ends of the truss system. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Frame 5 rs =45 3070 es , 2 o•c. 14 1111 r All lateral braces '� lapped at least ' � twotrusses. ��,� Continuous Top Chord Lateral Brace T Required Attachment Required 10" or Greater Co Top Chord Lateral Brace Required 1 0" or Greater .f' 3 30" or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. PLUMB Truss Depth D(in) Maximum t' /4 41 Plumb Misplacement Line Continuous Top Chord Lateral Brace —� Required 10" or Greater Attachment Required Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce - Pine -Fir A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Lesser of D /50 or 2" OUT -OF -PLUMB INSTALLATIONTOLERANCES A WARNING: Do not cut trusses. INSTALLATION TOLERANCES 1 T ± t/4 % r Frame 6 12 3 or greate Length L (in) Lesser of U200or2" L (in) � L (in) 8 BOW All lateral braces lapped at least 2 trusses. ........: :::::::::::1::::::::::::....... OUT -OF -PLANE INSTALLATIONTOLERANCES Lesser of L/200 or 2" A DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. Job 18171 Truss T1 Truss Type ROOF TRUSS Qty 6 Ply 1 P&H ADDITION (PEREZ) ,s t (optional) TRUSSCORP INTERNATIONAL, Medley, FL, 33178, MiTek Indultrt?! Iraec 17 2002 MiTek Industries, Inc. Wed Mar 05 08:38:50 2003 Page 1 5-0-3 9-6-0 13 -11 -13 19-0 -0 192 5-0-3 4-5-13 3.00 12 2x4 -I-- 1 f 4x8 3 SE 4-5-13 5-0-3 0-0-2 Scale = 1:31.4 = 2x4 4 5 o ii I d ► 3x8 = 1910 -0 3x6 = 6 5x8 = 9 -6-0 18 -11 -14 9-6-0 9-5-14 0-0-2 Plate Offsets (X,Y): (6:0- 4- 0,0 -3 -0) LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 CSI TC 0.39 BC 0.59 WB 0.28 (Matrix) DEFL in (loc) I /defl Vert(LL) 0.17 6 >999 Vert(TL) -0.28 5 -6 >778 Horz(TL) 0.06 5 n/a 1st LC LL Min I /defl = 360 PLATES GRIP MI120 249/190 Weight: 75 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 1= 1010/0 -8-0, 5= 1010/0 -8-0 Max Upliftl=- 606(load case 2), 5 =- 606(load case 2) -' FORCES (Ib) - First Load Case Only (0 TOP CHORD 1- 2= -2668, 2- 3=- 2077, 3-4= -2077, 4- 5 = -2681 BOT CHORD 1 -6 =2516, 5 -6 =2530 WEBS 2- 6 =- 570, 3-6= 530, 4-6= -585 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98 per FBC2001; 146mph; h =25ft; TCDL =5.0psf; BCDL= 5.0psf; occupancy category II; exposure C; enclosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 606 Ib uplift at joint 1 and 606 Ib uplift at joint 5. LOAD CASE(S) Standard Job 18171 Truss H2 Truss Type ROOF TRUSS Qty 1 Ply 1 P &H ADDITION (PEREZ) (optional) TRUSSCORP INTERNATIONAL, Medley, FL, 33178, MiTek IndultrtiX) kneec 17 2002 MiTek Industries, Inc. Wed Mar 05 08:38:49 2003 Page 1 1 4-9-3 9-0-0 -0-0 14 -2 -13 19-0 -0 19-p -2 1 10 1 4 -9-3 4 -2 -13 1 -0-0 4 -2 -13 4-9-3 0-0-2 Scale: 3/8 =1 4x6 = 4x12 = 3.00 12 3 4 2x4 zr. 2 O 1 2x4 5 ►� °P N o ► 3x6 = 8 7 3x6 = 3x8 = 5x6 = 9-0-0 18 -11 -14 19-0 -0 1 10-0-0 1 9-0-0 1 -0-0 8 -11 -14 0-0-2 - Plate Offsets (X,Y) [7:0- 3- 0,0 -3 -0] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 CSI TC 1.00 BC 0.85 WB 0.24 (Matrix) DEFL in (loc) I /defl Vert(LL) 0.17 7 >999 Vert(TL) - 0.28 6-7 >798 Horz(TL) 0.06 6 n/a 1st LC LL Min I /defl = 360 PLATES GRIP MI120 249/190 Weight: 81 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-9 BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 1010/0 -8-0, 6= 1010/0 -8-0 Max Upliftl=- 610(load case 2), 6=- 610(Ioad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2= -2678, 2- 3=- 2118, 3-4 =- 2022, 4-5= -2115, 5- 6 = -2693 BOT CHORD 1 -8 =2525, 7 -8= 2018, 6-7 =2542 WEBS 2 -8= -537, 3 -8= 245, 4 -8 =11, 4-7 =250, 5- 7 = -558 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -98 per FBC2001; 146mph; h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; occupancy category II; exposure C; enclosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 610 Ib uplift at 1 and 610 Ib uplift at joint 6. LOAD CASE(S) Standard oc purlins. applied or 5-1 -0 oc bracing. , joint Job 18171 Truss H1 Truss Type ROOF TRUSS Qty 1 Ply 1 P &H ADDITION (PEREZ) (optional) TRUSSCORP INTERNATIONAL, Medley, FL, 33178, MiTek Indutrtl#10 131Qec 17 2002 MiTek Industries, Inc. Wed Mar 05 08:38:49 2003 Page 1 4-1 -3 ` 7 -0-0 12 -0-0 14 -10-13 19-0 -0 1910 -2 4-1 -3 2 -10-13 5-0-0 2 -10-13 4-1 -3 0-0-2 Scale = 1:31.3 6x10 MII20H= 3.00 .12 6x10 MII20H= 3 4 2x4 — 2 NM ' 2x4% 5 e =_ MI .....iii l d Zrr—'r , ► 4x8 = 8 7 4x8 = 3x4 = 7x8 = 4-1 -3 7 -0-0 - 12 -0 -0 14 -10-13 18 -11 -14 19 -0 � 4-1 -3 2 -10-13 5-0-0 2 -10-13 4-1 -1 0-0-2 Plate Offsets (X,Y): [3:0- 6- 0,0 -2 -8], [4:0- 5- 0,0 -2-4], [6:0- 3- 8,0 -2 -0] [7:0 -2- 12,0 -4-8] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 CSI TC 0.88 BC 0.99 WB 0.17 (Matrix) DEFL in (Ioc) I /deft Vert(LL) 0.40 7 -8 >554 Vert(TL) -0.44 7 -8 >502 Horz(TL) 0.09 6 n/a 1st LC LL Min I /deft = 360 PLATES GRIP MI120 249/190 MII20H 187/143 Weight: 94 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS *Except* TOP CHORD Sheathed or 2 -3-5 oc purlins. T2 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 3-11 -1 oc bracing. BOT CHORD 2 X 6 SYP No.1D WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 2032/0 -8 -0, 6= 2029/0 -8-0 Max Upliftl=- 1357(Ioad case 2), 6=- 1353(load case 2) M FORCES (Ib) - First Load Case Only C ' i TOP CHORD 1 -2= -5984, 2 -3 =- 6100, 3-4 =- 5887, 4-5= -6069, 5 -6= -6007 BOT CHORD 1 -8 =5679, 7 -8= 5931, 6-7 =5707 WEBS 2 -8= 250, 3-8= 185, 3- 7 =-47, 4-7 =178, 5 -7 =191 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -98 per FBC2001; 146mph; h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; occupancy category II; exposure C; enclosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MI120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1357 Ib uplift at joint 1 and 1353 Ib uplift at joint 6. 6) Girder carries hip end with 7 -0 -0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 577.5Ib down and 581.51b up at 12 -0 -0, and 577.51b down and 581.5Ib up at 7 -0 -0 on top chord. Design for unspecified connection(s) is delegated to the building designer. Continued on page 2 Job 18171 Truss H1 Truss Type ROOF TRUSS Qty 1 Ply 1 P&H ADDITION (PEREZ) (optional) TRUSSCORP INTERNATIONAL, Medley, FL, 33178, MiTek Induitr0ll0 inQec 17 2002 MiTek Industries, Inc. Wed Mar 05 08:38:49 2003 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -3 =- 90.0, 3-4 =- 187.5, 4 -6= -90.0, 1 -6 =-41.7 Concentrated Loads (lb) Vert: 3= -577.5 4= -577.5 Job 18171X Truss V13 Truss Type ROOF TRUSS Qty 1 Ply 1 P&H ADDITION (PEREZ) , , , (optional) TRUSSCORP INTERNATIONAL, Medley, FL, 33178, MiTek InduslitikEt0 IrlDec 17 2002 MiTek Industries, Inc. Wed Mar 05 08:40:20 2003 Page 1 9-4 -8 13-1 -8 I 9-4 -8 3-9-0 { Scale =1:21.0 4x6 = 3.00 12 2x4 11 r 3x4 11 2 4 E C los _ .- rwvvv�rv. vv�• vvvvvvvvvvvvvv.- v. vvvvvrvv. vvvvv�ry .vv�rrrrrwvv�rrvw-rvwrr.�.�. vvrrvrrrrry ✓rvvrrvvr.vvvvv r rrv. vvvv�rvv .vvvv-rrrrvvvv�vwvvvvv-vr•'•'•- .•..❖.:❖ .•:.•:.•..: ❖.❖:.❖.❖.•:.❖:::::.❖ o : • ❖.•::::.❖. �:.:•• ❖.•:.•::.•. . ❖. ❖:..:❖.❖.••❖:.:•::.:••❖. .•.: -. - ❖.•::.•.:.0•:. ❖: ❖. ❖. ❖. ❖.•.:•O :::: ❖. ❖. ❖ ❖.::❖.•.•.:: : . ..::: : :4 . ❖.. ❖.: .• . : 4 . :4 :4 :44 4•: •: ❖. ❖ . ; . ; .•... . :4 : ❖.❖.• ** •:...:•.:❖ ❖ ❖. ❖... ❖.❖. ❖..❖. . .❖.❖. . ❖: . ❖.•.: ❖. ❖.: ❖. ❖. ❖.•::.: ❖. ❖. ❖.•. �.❖:.•:.❖.:•••.'.❖. .:•:. ❖•:.•.::.•.'. ❖ ❖. ❖. :•.. :.•::. ❖.':. ❖. ❖::.•:: • : ❖.•:::.• ❖. ❖. ❖.:.❖. ❖::.•:.. � ❖••• ❖. ❖. � :.:':. ❖..: ❖. ❖.• .•.'.•• 't ** ❖:❖:: ❖:❖:•:.❖:. ❖•• :.: ❖.::•.:: *.❖.❖.• :•:.•••.::❖:..:❖.•.::❖.•.:❖.•.::: ".•.:❖.•.:::❖.• .:.::::::.::: ❖.❖ ..:•.❖.❖.•::..❖ . ❖.❖.❖. ❖. ❖.•:::.❖.❖.•.❖.•::. ❖ 3x6 % 2x4 11 2x4 11 3x4 11 13-1 -8 ' 13-1-8 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.32 Vert(LL) n/a - n/a MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.20 Vert(TL) n/a - n/a BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 5 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I /defl = 360 Weight: 43 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 266/13 -1 -8, 5= 237/13 -1 -8, 7= 587/13 -1 -8, 6= 207/13 -1 -8 Max Horz 1= 101(Ioad case 2) Max Upliftl=- 153(load case 2), 5=- 158(load case 2), 7=- 392(load case 2), 6=- 99(load case 2) Max Grav 1= 266(load case 1), 5= 237(load case 1), 7= 605(load case 3), 6= 207(Ioad case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2 = -152, 2- 3=- 141, 3-4 =- 139, 4-5= -194 BOT CHORD 1 -7 =95, 6 -7 =95, 5 -6 =95 WEBS 2- 7=- 440, 3-6= -181 NOTES 1) Unbalanced roof live Toads have been considered for this design. . 2) Wind: ASCE 7 -98 per FBC2001; 146mph; h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; occupancy category II; exposure C; enclosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 Ib uplift at joint 1, 158 Ib uplift at joint 5, 392 Ib uplift at joint 7 and 99 Ib uplift at joint 6. LOAD CASE(S) Standard Job 18171X Truss V9 Truss Type ROOF TRUSS Qty 1 Ply 1 P&H ADDITION (PEREZ) ,� (optional) TRUSSCORP INTERNATIONAL, Medley, FL, 33178, MiTek Indueftil0 k1Qec 17 2002 MiTek Industries, Inc. Wed Mar 05 08:40:22 2003 Page 1 5 -10-8 9-7 -8 5-10 -8 3-9-0 Scale =1:15.3 4x6 = 3.00 12 2 PM IIIII 3 Ma W - •o••••-.-. •ra •w•-•o . ••-•-•-•-.. • ay.-•- •-.-•- •-•-•-•-•-•-•-•:•X•X•:•-• % •-vrr•- a•-•-•:•••-a•••- •-•-•-a• :•∎ vv-a•-•-•-•-•:•; %••-v-•; %•:•-• . •vv-v-r•-.-•-a•• - - - - - - ^ - - - - - - - - • • - !:•:4 : ❖:•.'•:: ❖:•:: ❖: ❖:•::: ❖:•: �::: ❖e: ❖: ❖:•3:•' ❖: ❖:::•.'•: �::::: S::•::•::•'•'::❖:'. •::•:::•'•'•...•3:•'•'::•'•'•'� :❖:❖'•'•'•.::::❖:❖::: :•:: ❖: ❖: ❖: ❖: ❖: ❖: ❖:::: ❖: ❖:•:•::❖ 3x4 2x4 11 3x4 = - 9 -7 -8 9-7 -8 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.27 Vert(LL) n/a - n/a MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.15 Vert(TL) n/a - n/a BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min 1 /defl = 360 Weight: 29 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 210/9 -7 -8, 3= 146/9 -7 -8, 4= 573/9 -7 -8 Max Upliftl=- 138(load case 2), 3=- 98(load case 2), 4=- 357(load case 2) Max Grav 1= 218(Ioad case 3), 3= 168(ioad case 4), 4= 573(Ioad case 1) FORCES (Ib) - First Load Case Only � TOP CHORD 1 -2 =33, 2 -3 = -63 Le BOT CHORD 1 -4 =23, 3-4 =23 WEBS 2-4 =-427 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -98 per FBC2001; 146mph; h =25ft; TCDL= 5.0psf; BCDL =5.0psf; occupancy category 11; exposure C; enclosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip . DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 Ib uplift at joint 1, 98 Ib uplift at joint 3 and 357 Ib uplift at joint 4. LOAD CASE(S) Standard Job 18171X Truss V7 Truss Type ROOF TRUSS Qty 1 Ply 1 P &H ADDITION (PEREZ) . , (optional) TRUSSCORP INTERNATIONAL, Medley, FL, 33178, MiTek Indultr0CIO kil]ec 17 2002 MiTek Industries, Inc. 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REACTIONS (Ib /size) 2= 46/7 -7 -8, 1= 46/7 -7 -8 FORCES (Ib) - First Load Case Only BOT CHORD 1 -2 =0 NOTES 1) Wind: ASCE 7 -98 per FBC2001; 146mph; h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; occupancy category II; exposure C; enclosed;; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Gable requires continuous bottom chord bearing. LOAD CASE(S) Standard tl / Job 18171X Truss V3 Truss Type COMMON Qty 1 Ply 1 P&H ADDITION (PEREZ) . (optional) TRUSSCORP INTERNATIONAL, Medley, FL, 33178, MiTek Indultdal ttiElec 17 2002 MiTek Industries, Inc. Wed Mar 05 08:40:20 2003 Page 1 I 1 -10-8 3-9-0 � 1 -10-8 1 -10-8 Scale = 1:6.0 1 -10-8 3-9-0 � 1 -10-8 1 -10-8 • LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft PLATES GRIP TCLL 30.0 Plates Increase 0.90 TC 0.00 Vert(LL) n/a - n/a TCDL 15.0 Lumber Increase 0.90 BC 0.02 Vert(TL) -0.00 1 -2 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I /deft = 360 Weight: 9 Ib LUMBER BRACING BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 2= 31/0 -8-0, 1= 31/0 -8 -0 FORCES (Ib) - First Load Case Only BOT CHORD 1 -2 =0 NOTES 1) Wind: ASCE 7 -98 per FBC2001; 146mph; h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; occupancy category II; exposure C; enclosed;; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. LOAD CASE(S) Standard Job 18171X TRUSSCORP INTERNATIONAL, Medley, FL, 33178, MiTek Indult(0110 tneec 17 2002 MiTek Industries, Inc. Wed Mar 05 08:40:16 2003 Page 1 -o-p -2 0-0-2 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Truss CJ7 Truss Type ROOF TRUSS 5-6-15 5-6-15 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 CSI TC 0.47 BC 0.64 WB 0.41 (Matrix) 2.12 12 Qty 2 2 3x4 Ply 1 DEFL in (loc) I /deft Vert(LL) 0.09 1 -6 >999 Vert(TL) -0.11 1 -6 >999 Horz(TL) 0.02 5 n/a 1st LC LL Min I /deft = 360 P &H ADDITION (PEREZ) (optional) 9-9 -5 4-2 -6 Scale: 3/4 - =1 3x4 11 3 4 6 5 2x4 11 3x4 = 3x6 = 0 -f -2 5 -6-15 9-9-5 0-0-2 5-6-13 4-2 -6 PLATES M I120 Weight: 39 Ib GRIP 249/190 LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 *Except` EV2 2 X 4 SYP No.2D REACTIONS (Ib /size) 1= 439/0 -8-0, 5= 838 /Mechanical Max Upliftl=- 258(Ioad case 2), 5=- 534(Ioad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2= -1487, 2- 3=- 160, 3-4 =0, 3-5 = -1 BOT CHORD 1 -6 =1453, 5 -6 =1453 WEBS 2 -6 =693, 2 -5= -1345 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Trapezoidal Loads (plf) Vert: 1 =- 8.6 -to -5= -268.8 BRACING TOP CHORD BOT CHORD NOTES 1) Wind: ASCE 7 -98 per FBC2001; 146mph; h =25ft; TCDL= 5.0psf; BCDL =5.0psf; occupancy category II; exposure C; enclosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 258 Ib uplift at joint 1 and 534 Ib uplift at joint 5. Sheathed or 5-2 -11 oc purlins, except end verticals. Rigid ceiling directly applied or 6-9-5 oc bracing. Job 18171X Truss J7 Truss Type ROOF TRUSS Qty 4 Ply 1 P &H ADDITION (PEREZ) ,. r (optional) TRUSSCORP INTERNATIONAL, Medley, FL, 33178, MiTek Indug10110 lriQec 17 2002 MiTek Industries, Inc. Wed Mar 05 08:40:18 2003 Page 1 -0-p -2 7 -0-0 0-0-2 7 -0-0 scale = :; 1.5 3.00 12 " 1 S 3 3x4 = 0-4-2 7 -0-0 0-0-2 6 -11 -14 • LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.74 Vert(LL) n/a - n/a MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.09 1 -3 >861 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I /defl = 360 Weight: 21 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 7 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (lb /size) 1= 361/0 -8-0, 2= 295 /Mechanical, 3 =66 /Mechanical Max.Horz 1= 174(load case 2) Max Upliftl=- 214(load case 2), 2=- 297(load case 2) FORCES (Ib) - First Load Case Only (p TOP CHORD 1 -2 =65 BOT CHORD 1 -3 =0 NOTES 1) Wind: ASCE 7 -98 per FBC2001; 146mph; h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; occupancy category 11; exposure C; enclosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 214 Ib uplift at joint 1 and 297 Ib uplift at joint 2. . LOAD CASE(S) Standard Job 18171X Truss J5 Truss Type ROOF TRUSS Qty 4 Ply 1 P &H ADDITION (PEREZ) .. (optional) ; TRUSSCORP INTERNATIONAL, Medley, FL, 33178, MiTek IndullrQaq 131Qec 17 2002 MiTek Industries, Inc. Wed Mar 05 08:40:18 2003 Page 1 -0-0 -2 5-0-0 0-0-2 2 5 0-0 :: Scal :•::8.2 .a :i 3.00 12 ;•.p „• iiii 3 0-9-2 3x4 = 5-0-0 - 0-0-2 4 -11 -14 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.86 Vert(LL) n/a - n/a MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.02 1 -3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I /defl = 360 Weight: 15 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib /size) 1= 251/0 -8-0, 2= 205 /Mechanical, 3 =46 /Mechanical /Y' Max Horz 1= 287(load case 2) Max Upliftl=- 387(load case 2), 2=- 496(load case 2) C/ e5-5 FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =47 BOT CHORD 1 -3 =0 NOTES 1) Wind: ASCE 7 -98 per FBC2001; 146mph; h =14ft; TCDL= 5.0psf; BCDL= 5.0psf; occupancy category II; exposure C; partially;C -C exterior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 387 Ib uplift at joint 1 and 496 Ib uplift at joint 2. LOAD CASE(S) Standard Job 18171X LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Truss J3 (optional) TRUSSCORP INTERNATIONAL, Medley, FL, 33178, MiTek Industtral%) InQec 17 2002 MiTek Industries, Inc. Wed Mar 05 08:40:17 2003 Page 1 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 4 SYP No.2D 4 SYP No.2D tandard CSI TC 0.49 BC 0.02 WB 0.00 (Matrix) DEFL in (loc) I /defl Vert(LL) n/a - n/a Vert(TL) -0.00 1 -3 >999 Horz(TL) -0.00 2 n/a 1st LC LL Min I /defl = 360 PLATES M 1120 Weight: 9 Ib GRIP 249/190 BRACING TOP CHORD Sheathed or 3-0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. LUMBER TOP CHORD 2 X BOT CHORD 2 X LOAD CASE(S) S 0-9-2 0-0-2 3,:4 REACTIONS (Ib /size) 1= 141/0 -8-0, 2= 115 /Mechanical, 3 =26 /Mechanical Max Horz 1= 183(load case 2) Max Upliftl=- 210(Ioad case 2), 2 =- 285(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =30 BOT CHORD 1 -3 =0 NOTES 1) Wind: ASCE 7 -98 per FBC2001; 146mph; h =14ft; TCDL =5.0psf; BCDL =5.0psf; occupancy category II; exposure C; partially;C -C exterior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 Ib uplift at joint 1 and 285 Ib uplift at joint 2. Truss Type ROOF TRUSS 3.00 FIT 3-0-0 3-0-0 3-0-0 2 -11 -14 Qty 4 Ply 1 P &H ADDITION (PEREZ) 2 3 Scale = 1:6.2 Job 18171X J1 ROOF TRUSS 4 1 (optional) TRUSSCORP INTERNATIONAL, Medley, FL, 33178, MiTek Indudtr treec 17 2002 MiTek Industries, Inc. Wed Mar 05 08:40:17 2003 Page 1 2 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Truss FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =13 BOT CHORD 1 -3 =0 LOAD CASE(S) Standard Truss Type SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 0-9-2 0-0-2 3x4 = CSI TC 0.15 BC 0.00 WB 0.00 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD BOT CHORD 2 X 4 SYP No.2D BOT CHORD REACTIONS (lb /size) 1= 52/0 -8-0, 2 =42 /Mechanical, 3 =9 /Mechanical Max Horz 1= 84(load case 2) Max Upliftl=- 71(load case 2), 2 =- 112(load case 2) 1 -0 -0 0 -11 -14 DEFL in (loc) I /defl Vert(LL) n/a - n/a Vert(TL) -0.00 1 >999 Horz(TL) -0.00 2 n/a 1st LC LL Min l/defl = 360 NOTES 1) Wind: ASCE 7 -98 per FBC2001; 146mph; h =14ft; TCDL= 5.0psf; BCDL= 5.0psf; occupancy category II; exposure C; partially;C -C exterior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 Ib uplift at joint 1 and 112 Ib uplift at joint 2. Qty Ply P &H ADDITION (PEREZ) PLATES M I120 Weight: 3 Ib GRIP 249/190 Sheathed or 1 -0 -0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. Scale = 1:4.4 PRODUCT CODE STEEL GAUGE DIMENSIONS Oft) FASTENERS FASTENERS V ALLOWABLE LOADS Clbs.) V 11 D A JOIST HEADER JOIST JUS24 -2 • DOWN UPLIFT JA3G • 14 - -- 3 2 I/O 2 1/2 2 4 16d 4 IDd x 1 1/2 265 NA JA5G . 14 - -- 5 2 1/2 2 1/2 4 - 6 16d 6 lOd x 1 1/2 550 735 MP34 • IB - -- 2 13/16 13/0 1 3/0 3 • Od x 1 1/2 3 Od x 1 1/2 265 - NA • MPAI • 10 • - -- 4 1/2 1 3/0 1 3/0 5 - Od x 1 1/2 5 Od x 1 1/2 445 NA • PRODUCT CODE STEEL GAUGE DIMENSIONS tin) FASTENERS ALLDVABLC LOADS Obi.) V H 0 A 01 HEADER JOIST DOWN UPLIFT JUS24 -2 • 18 • 3 1/8 • 3 1/2 2 1 I 4 - 16d 2 - 16d 713 • NA J1)326 -2 • 10 3 1/8 5 1/• 2 1 1 4 - 1611 4 - 16d 1003 • 1215 Jusee - 2 • 10 3 1/0 7 1/4. 2 1 1 6 - 16d 4 - 16d 1270 • 1213 . JUS210 -2 10 3 1/0 9 1/4 2 1 1 0 - 1611 6 - 16d 1775 • 1020 JUS212 -2 ID 3 I/O • 11 1/4 • 2 1 1 10 - I6d 6 - 1611 2040 1020 JUS44 • 10 3 5/0 3 1/4 2 1 1 4 - 16d 2 - 16d 715 NA JUS46 • 10 3 5/8 5 2 1 1 4 - 16d 4 - 16d 1003 1215 JUS40 • 18 3 5/8 7 2 1 1 6 - 16d 4 - 16d 1270 1215 ' JUS410 - 10 3 5/9 9 2 1 1 0 - 16d 6 - 1611 1773 1820 JUS412 - 10 3 5/0 11 2 1 1 10 - 16d 6 - 16d 2040 1020 JUS24 -3 • ID 4 5/8 2 3/4 2 1 1 4 - 1611 2 - 16d 715 NA JU526 -3 • 18 4 5/0 4 1/2 2 1 1 4 - 1611 4 - 16d 1003 • 1215 JUS20 -3 • 10 4 5/0 6 1/2 2 1 1 6 - 1611 4 - 1Gd 1270 1215 JUS210 -3• ID 4 5/0 0 1/2 2 1 1 0 - 16d 6 - 1611 1775 . 1020 J1)5212 -3 18- 4 5/0 10 1/2 2 1 1 10 - 16d 6 - 16d 2040 . 1820 ) TYPICAL JUS INSTALLATION 11 JUS TYPICAL MP INSTALLATION JA INSTALLATION SIMILAR 3 JUS JDIST HANGERS 1 - 11InInun header thickness shall be 2 Inches for 1611 nails. - 2 Specified Joist noes shell be Installed at 30 - 45 decrees horizontally such that they p throuch the end of the Joist end Into the header. • MP & JA FRAMING ANGLE CONNECTORS 1 MIn*x.n header thickness shall be 2 Inches for 16d nags. and 11/2 Inches for all others specified. • 2 Load values are for Framing Angles installed simply. and nay be doubled If Installed In pairs. 3 The Joist shall be a - minimum of 1 1/2 Inches tNek. GENERAL NOT S 1) STEEL SHALL Cdf(RM TO *ITN A653. STRUCTURAL GRADE 33* U.QN. AND A MINIMUM GALVANIZED COATING or G -60 2) FASTENERS ARE COMMON VIRE NAILS UNLESS OTHERWISE NOTED - 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED DA A WORT TERN DURATION FACTOR nr 337E FOR VII4D LOAD CONDITION. PC rIRTIKR INCREASE ALLOVCD. 4) ALLOWABLC DOVN LOADS ARE HOT INCREASED BY SHORT TERN • DURATION FACTOR 5) ALLOWABLE LOADS ARC BASED Cr! TIC NdIIPNAL ncsiatt SCECiricm ow vire VDDIUORNIRIIGLOn. 1997 CDITIJH , FOR • DOUGLAS FIR CG. 0.50 UM BETTER) 6 TEST PERFORMED IN ACCORDANCE WITH ASTM D1761 ANT9.14 .a i..!i..u...11,4 Od 10U111 11D1171 OMNI* CAN ON JUN 2001_ — ►PJi CI i.•. .- 1111010* CCU C01*111L:I WIT! *CONANT! &a.QLQ4 L71/ UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE MONTGOMERY MN 56069 FACE MOUNT JOIST HANGERS AND FRAMING ANGLES DATE. DRAWING NUMBER. ,,yi[,LALry_ SHEET NUMBER. __LDE. J__ THOMAS A. KOLDEN. P.E. CIVIL NUMBER FLN50099 ■ MIAMIOOA • PRODUCT CONTROL NOTICE OF ACCEPTANCE, United Steel Products Company 703 Rogers Drive (P. 0. Box 80) Dtontgomery ,MN 56069 Your application for Notice of Acceptance (NOA) of: Face Mount Joist Hangers And Framing Angles 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 Once (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. OCCO 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 rcaer es 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. 0417,1) EXPIRES: M,H2GJEL6 THIS 15 THE COVFRSHF.IT. SEE ADDITIONAL /'AGES FOR SPECIFIC AND CFNERAI CONDITIONS put LDING CODE & PRODUCT REVIEW CO}IMITTF.E 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. A PP I(O V ED: 06/25/'_001 MIA/alI -DADE COUNTY. FLORIDA METROOADE FLAGLER DUILDING BUILDING CODE CO..IPLIANCC OFFICE att3 ROA,*OI: PLAGI.ER I)UIi.DING I W I•ST FL Araidt sTRELT, sum: 10n3 a I1A611. FLORIDA 31133.1163 (331)173.2001 36.') (300)173.2001 r:13)TR\CrOR 1.101 ]316 %Feet. Da)) 37).1)3 FAN Dan 371-051t )U. 70)033 FsFORCl7)/;X'r un'L IO.N Dun 313 FAX Ilan 1r1-ran PRmhVLTCO3TRIII. DAN( : (301) 703-SU1 F.vx (en) 703+313 Raul Rodriguez Chief Product Control Division Francisco 1. Quintana. R.A. Director Miahui -Dade County Building Code Compliance Office ua.so00 <..w.•h m.. reee+ Internet mail address: pnnmaster .beitdinecOdeoeline.cem Homepese: bnp4lw..w.buildingcodeonline.eam United Steel Products Company. United Steel Products Company. ACCEPTANCE NO: 01- 0417.11 APPROVED: JUN 2 8 2001 EXPIRES: 07109/2006 NOTICE OF ACCEPTANCE: SPECI CONDITIONS I. SCOPE 1.1 This renews the Notice of Acceptance No. 98. 0421.06. which was issued on 07/09198. It approves wood connectors; as described in Section 2 of this Notice of Acceptance. designed to comply with the South Florida Building Code (SFDC). 1994 Edition for Miami -Dade County. For the locations when: the actual loads as determined by SFDC Chapter 27. do not exceed the design load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The United Sleet Wood Conneeton shall be fabricated and used in strict compliance with the following documents: Drawing No. JUS/3A/7NP, sheet I of ), titled `Face Mount Joist Hangers and Framing Angler. prepared by United Steel Products Company. dated 04/06/01 with no revisions. The drawings shall bear the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall (hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3., Allowable loads are for Douglas Fir or better with a specific gravity ofo.50 and moisture content of 19% or less. 3.2 Allowable loads are based on testing per ASTM 03761 and calculations per National Design Specifications for Wood Construction 1991 Edition & 1993 Errata. 4. INSTALLATION 4.1 The wood connectors shall be insulted in strict compliance with the approved drawings. 5. LABELING 5.1 Each wood connector shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved'. 6. BUILDING PERMIT 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 in Section 2 of this Notice of Acceptance, clearly marked to show the hangers and angles selected for the proposed installation. 6.1.3 Any other document required by the building Official or the SFDC in order to properly evaluate the installation of these producU. 2 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after n wal application mts, are no older t itled a n t the yean subm documentation. including test - supporting data. engineering 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 changer, b) The product is no longer the same product (identical) as the One originally approved; t) P( the Acceptance holder has no complied with all the requirements of this acceptance. including tlhe 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 prefeuion. 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: o) Unsatisfactory performance of this product or process. Is) Misuse of this Acceptance as an endorsement of any product. for sales. advertising or any other purpose. 6. The Notice of Acccptanee 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 owe for termination and removal of Acceptance. s. This Notice of Acceptance consists of pages I.2 and this last page 0. Condido Font, PE. Sr. Product Control Examiner Product Control Division END OF TIIIS ACCEPTANCE 1 ACCEPTANCE. NO.: 01. 0417.11 APPROVED: P. EXPIRES: 07/09/2006 Caneido Font, PE, Sr. Prating Central Examiria Product Control Division rl(ubv.^.i .. 101C. 31E0_ GAIIGC • 41NCNSIO4S (....1 rAlrrm:R scs.tz r,.nr ALLD LOADS Nos) V •l II A arA2CR _0111 10,4 t1 : ; (fled ID 1 9/16 3 1/U 1 3/4 1 14) 144 tel Ida 443 kV •: ..t/IX. 10 ,' 1 7/11. 4 13/14. 1 3/4 1 141 1141 14) Ids 040 aea JfA ,.. •A • 10 , 1 7/14. 6 II /16 1 3/4 t 161 d ) 1•) 1M 1)63 060 d rielo Iti 4 7/16 7 t] /16 1 3/4 t 101 %IV 14) 144 I07V 061 PRDIVCT CD(C Srr('t. r:M1LC or,CNSIr14S I:e) r Ai rrncw L .•r011LC ALLOr'AILC LOADS (1641 V N D A 111431 N ..LIII1 DOWN tlrLr l 14.4. I= 5 7/11 1 1/9 3 1/• 1 3/4 114) Its LIZ/ MI 7747 1330 )rX 0 I: 3 I/O 6 3/1 3 l/A 1 314 lew 144 1 1. 1 lid eroo awl 1 , r.A1111Md toad •a roe total or no •1 43 Wyer4 t ^d jack 1 7T o64rf4•• co. br•td • j • thinan•aa anal 4• 2 hcnr• for 16,1 rot. 3 :,A11n4dtJ• Nye load Ihud la at IIOX D..rattan or Load IYPICAL P JC INSTALLATION HJC :•.torelrlyd ,774 •.v14 0.411 b4 1 ..414elr 1 at 'N to 41 or11rf04 ►.1.110•. rely 4sA:h 11.44 they 'r.arrrirttr tneo..54 4 rnd of 11.v _dot o sato 11.r •oo4.r. • )4.1•vP� hrsMre 1. 1.411 4.•4. 1 3/4 •..LI..4 for INt en/111 ] .. Alla.aU. DOVM 1040 11.14d 14 of ItOL D+e4tIon or Lazo •: Up1Irt Load4 11%tsd a• NIA had no1: [opacity 1••• than thy erq..red 701 I;otrHs. TYPICA1. JUS 11ISTALLATION CCNERAL HULA 1) STr(L r1IALL CC14rCNn ltl ASIM A05]. STgI(TUOAL (.(ACC 33, 11/114 A40 A 11114oLM OALVA4t7111 (.l) In'. (Y r1-46 rA3r(1.(N1 ' AQC Gr14Nr..• wet NAIL. U4LCtt r1ric1.visc N :11(b At.LOti•ANLC Ifrairl ((mot. IIAVC OCCN INCRLASCD 0 A S «141 ILIIM (II/NAIICN'ACICR Q 3X UUN V(NU 1.0 C.Jkd11111 NO rLA111r4 14CQCASC ALLUVL 4) / .Y7VN LOAD/ P41C 471 1kCNEASC(. by 5 rtRAf104 /4C WO ]) AILOVAb_L LOADS 40C pASCD M 11.E NAIt:NAI Prstr:N IKCtritnlinNs I U4 Vlt]II COWS IaUr.TION IS.i1 C. DI(lCN • 1073 1129AIA, rust SwwJT•[RN )1 (4.11710 P1 tr.- ae. UQ 0[1114) 1. rr. i rCw 114 AGC 1 15AI.CC V1114 AS1N 41161 KAY 3.1.2[[1 . -4)5^ 7 UNITED STEEL Pr:I1000IS CO 703 ROGCRS DRIVE. )10NTC.C]NLNY MN 96069 FACE MOUNT JOIST HANGERS DAM' _ .9 DRAVING NUMpCR, IU:[.,Srl;C1 .. :II / SHEET NUMBER. IHCIMAY A KOLI3CN, P.C. CIVIL NUNbCk fL1150U99 Y,l .O e> 113111111 PRODUCT CONTROL T(OTICE OF ACCEPTANCE Liaised Steel Products Company 703 Rogers Drive (P. O. Dos 110) Montromery 56069 T.he ceperu: of such testing alt be incurred by the nhanufacturcr. ArrrtOVF.D: nerlI4nnl ,.��..it -J W i lla•?:'i.l,G a:o-r., si8TRO.0A06 RA :LSA BUILDING • pout COOL CO Ct OIItCt htC7nooA0e ICACCCA ot.•1tnCiC ten were runt GA Settee. sates Ibtn 56440.11.15.01104 3113t►tlat • Oafs Ilse: at ►tit Isatt y +hrla • r 'c3.vrnsGt0e Ltrosts.. urnm crone+►, :re etasn frsasis t VAISACTO.I e. 10*Cthht t tnt'W 3, gun iTI..r /sate!! Imre. ?WNW Cren.T e0% ma'tltrta Uan l•s•;•: cm eon crane Your application roe Notice of Aeeeptanee (NOA) of: Face daunt Joistllangers under Chapter 3 of the Code of Miami -Dade County governing the use of Alternate blaterials and Types of Conusuetion. and completely described herein. has been recommended for acceptance by the Miami-Dude County Building Code Compliance ORice (DCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. OCCO reserves the right to scour: this product oe material at any time front a jobsite or manufactures plant for quality control testing. If chi; product or material fails to perform in the appeovel nhar..nc:. BCCO may revoke. modify. or suspend the use of such product or material immediately. BCCO r_senes the right to revoke this approval. if it is determined by BCCO that this product or material ails to meet the requirements of the South Florida- Building Code. .tCCErTANCE NO.: ol•nl ;t.na EXPIRES: 94.114;--dn4 Rau! Rodriguez Chief Product Control Division TIIIS IS TIIF COVFRSHF T. SFF A nnrTtOv 0/L PAGFS FOR Sri AND CFCFR CONDtrlONq • jWILDING CORE .E PROICCT RFV1rwC(TNHITTFF 6 This application for Product Approval has been reviewed by rte OCCO and approved by the Building Cede and Product R:viese Committee to be used in •Gana - Dade County Florida under the conditions set forth atoe j, ;4Q Frneisso 1. Onantan3. R.A. DImetar Miami-Oath: County Bolding Code Compliance Ot ee n.:•1:03rw1tccr ..- rnn'.w..n.pw., a. win. Internet marl address: pottmaster2bvitdin3eodeee6nr.eem Homepaae bhtp1hww,bvfl4Inaeodca..6et-eom Cnitcd Steel Products Compan.. ACCEPTANCE NO: 01 .0327.04 APPROVED: MAT 3 1 21O1 EXPIRES: 06iO4R006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 5. score 5.5 This renews the Notice of A::eptsnee No. 97.12 S.0?. which was issued on 06'00190. It approves wood connectors u described in Section 2 of this Notice of Ac ceptance, designed to comply with the South Florid: Duilding Code (SFBC). 1991 Edition for Miami - 04de County. For the Lotions where dm actual toads as determined by SFBC Chapter U. do nos ee:eed the design toad indiesuct in the approved drawings. 2. PROOECT DESCRIPTION 2.5 The United Sleet Wood Connector dull be fabrieat.l and used in Eric compliance with the following documents Drawing No. H1C/1115S1 WlL,1)1011 I and 2 of 2. ttled `Face Mount Joist Ninon • prepared: United Stoat Products Company. dated 03/20/01 with no revisions. The drawings shall bear the bl'wni•Oi'e County Product Control Appro.-at sump with the Nance of Acceptance number and spprovat date by the bliami•Oade Product Control Division. These documents dull hereinafter be referred to as the approved 3. LIMITATIONS 3.5 Allowable tool are for Southern Pine or bcuer with a specific gravity of 0.3S and moisture content of 19i: or less. 3.2 A:towsblo loads are based on testing per ASTM DI 761 and calculations per National Design Sprifeu::sons fu Wood Construction 1991 Edition t 1993 Eenta. J. INSTALLATION 1.1 The wood connectors dull be insulted in strict compliance with the approved drawings. 5. LABELING • 5.1 Each wood connector stall bear a permanent Lobel with the manufacturer's name or logo. city, state sad the Following statement: `bliami•Oade County Product Control Approved`. 6. DUI L0l C PEA'trr 6.1 Application for Building Permit dull be accompanied by copies of the following: 6.1.1 This Notice of Acceptaihee ' ' - • - 6.t_ Duplicate maples of the approved drawings as identified in Section 2 Of this Notice of Acceptance. eteuly marked to dhow the bangers and angles seIceted for the proposed installation. 6.1.3 Any other document required by the Building Weill or the SFOC in order to properly evaluate the instillation of there products. Lnited Steel Products Cnmrsn• ACCEPTANCE NO.: 01 43 27.0: APPROVED: MAT 3 1 1G1;1 EXPIRES: 04/04/ • NOTICE OF ACCEPTANCE STANDARD CONDITIONS t. Renewal of this A:eepun34 (apprOvap doll be considered alter a 'renewal sport aeon has been fled and :l:: • submitted documentation. Including tea- suppurti.h. data, engineering decwnc us. arc no older than eight (3) 2. Any and alt a ppro.ed p.educu shall be permanently Labe led with the re name, city. stat uul t: fultawing statt ment: 'bl iatni•Dade County Product Control App.or. or u spc:.) u slty Red in tee tpe: i coalitions of this Acceptance. ro 3. Renewals of Acceptance will nos be considered if: • o) There has been a clung: in the South Florida Building Code affecting the evaluation of this product sea the is net in eamprince with the code elan; s: ' b) The product is no tom; r the same product (identical) u the one originally apparel: e) If the Acceptance holder has not complied with all the requirhnenu of this aecr ?oneo. including Inc t installation of the product. d) The engineer who originally prepared. signed and seated the tryaired documentation initially subrn itw - is nu pea:t(eing the engine ering profession. J. Any revision or ehang: to the materials. use. andur manufacture of the product or prac:tl eh.alt autu.n : :icatl; eau:0 for termination of this Acceptance. unless prior wriuru approval has bean requcs ::d (through the Si6:g r-visian application with appropriate fee) and grsucd by this odic:. 5. Any o(the following shall also be grounds for removal of this .hc::pts ere. o) Unsatisfactory per(am.cecc of d,i pcodae: o, process. b) blitu se of des A. optane: u s.. endurs.-natt of any product: rue uses. adeeniaing err any other puTeso. 6. The Notice of A:: :prance number pr-c :i: d by the words 3tiami•Oade County. Florida. and followed by 1) : e. ;intion date euy be displayed in advenitin, Iitersturc If any ?anion of the Nod:: of.t::opus:co is 14a): then it dull be done in iu entirety. 7. A copy of this Ac::punce as well as appnvcd drawlers and attar dxunheaa where it 0/p ;fee, shall be ;ro :_ the user by the manufacturer or its distributors and dull be asaitabl: for taupe -:ion at tlejob sit: 31 315 time. engineer need oat reseal the copies. P. Failure to comply with any seeepan of this Ac: :prance stuil be. cause for termination and rmovat of A :r, nn. 9. This Votive of Acceptance consists of pages 1.2 and this las: pave 3. CaWido Font, re. Sr. hotua Control Eon I Control Division LS0 OF TItt3 .tCCErTANC E 3 Candid., Font. PC Se. Product Control Examine: Product Centrist Division SUPPORT►. T..RUSS $ STANDARD ., ROOF • V.A :LLEY Supporting Truss LOADING .(PS.) 30 ... . TOP BOTTOM ..O 10 SPACING: ?_h 'In O.C. `.� • ' PARTIAL ROOF LAYOUT 12 • pitch �• 4to7 Valley trusses at • Scc note (o 2x3'(typ) Strap 0 4B" o.c. see note (c) below -. sa NOTES: (a) Provide continuous bracing on vertic over 6' --5 ". Connect bracing to ver li w/2-6d nails cnd bracing must be to o fixed point at each end • (b) Max. spacing for vertical studs = 6'- On trusses with spans over 24' -0" vertical should be spoced• ct 6' -0" (c) Conn. for wind uplift w/ min. 1 1/ • 16 ga. twist .strap at 4' =0 intervc: • w /4,• 10d nails each side of stre'. Max 120 mph wind speed, 2C-0" r _ wall height. (ASCE -7 f93 cal V.1" o2' = trt:C 1 Uc2tc • - -- 1.10 :rr}E c °2. 2'-x0" o.c. max: • • MINIMUM GRADE OF LUMBER T.C. 2x4 No. 2ND 19 SP • B.C. 2X4 No. 3 19 SP. Webs 2X4 Nq. TPI -92 CriL .VBC 95 • Revised: - - 7/7/94 STR. INCR.: 337. DRAWN BY: P.G. CHECKED. BY: J.A.I. REP. STRESS :YES 6" wedge nailed to truss w /2 -8d toe nails • • or bevel cut bottom chord of valley truss.. u Approved ..for 5x5 spl. (ty ?) 4x4 3x6 spU . Supporting trusses at 2' —O" o.c. mcx Note: Plywood 'oe v c g tc extended bc tn:.sscs. Provide opening :c straps to connect to tr,:ssez below. • • • - •- .REV. 0 19, J A I . . �r0 s l= ^• .. �� ... 45 1 C 1 r Application is hereby uinde for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address._....( • /� a Registered ::: : ::ctOr ct and /or ,, .. .. <,. .. „,..,,.-,<.,,,.,.<,,,,,,..,_- / mss - r Name and a l.2n_ e. �:s__ ...0 . *t 1 /e/ to .0 ` Cr /. ,V” J 7 e� �' Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done I/64— ` ` — ,C 0 / 5 _ State work to be done and purpose of building (by floors).. Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Date Building Inspector No .. Street._.. Notary Public, State of Florida My Commission Expires eO6/96 and for no other purpose. New Building Remodeling Addition Rep�jr {.t.. . r �Jo. of Stories To be constructed of Kind .of foundatio V Roof Covering. 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 public notice or notices as are required by the Act. The undersigned agrees to employ only such su• •ntractors, on work to be performed and this permit, as are licensed by Miami Shores Village. Remarks __._.__ (Signed) STATE OF FLORIDA, COUNTY OF DADE. j 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. 1 1 wy� Permit No......M1!l!.� ) Date...... 1\. t .L 1 ) !`r/ Read, Sworn to and Subscribed before me. PLANNING BOARD DATE Chairman Member Micrr,ber 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 rc- 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. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. D � e � Date � /‘ . i Owner's Name and Address_ tb'tc!A L___s �.1 No ! 5' street/Y. �� g,/ I 1" Registered Architect and /or Engineer Name and address of licensed contractor___ ! ine 1160 t"•'S 60. 1 _ 2 . i a Location and legal description of lot to be built on: LJ Lot Block Subdivision Street and Number where work is to be done_ / _ts /o 5.7- / State work to be done and purpose of building (by floors ) ____ �_._ - 4/ !� / a . J . A� m and for no other purpose. New Building Remodeling Addition Repairs ?■ No. of Stories To be constructed of Kind of foundatioz Roof Covering Estimated Total cost of improvements $_____,;■DQ ��— ____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 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) k ,,` e dd • . STATE OF FLORIDA, COUNTY OF DADE. j 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 {A / 6 Date_ /" / (0' `' Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Notary Public, State of Florida Building Inspec cw`c.A 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. PLUMBING ROOFING Ii El Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot L. •\ ■.= CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE. BUILDING LI ELECTRICAL El P N? 8748 BI. t Work to be performed under this Permit Signed• Subdi- vision FLORIDA DATE --- Contractor's License No Sq. Ft Value of Project 7 f Amt. of Permit $ BY AUTHORITY 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. • 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. MIAMI SHORES VILLAGE BUILDIN INSPECTION DEPARTMEN APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the deviled statemen. of the plans and specifications herewith submitted for the build- ing or o h, .,:ructure her i described. This rilicatic is made in compliance and con •trin.ty w,th the Building Ordinance of Mia ii Shores Villacre, 1 ..orcla, and all pro. isions of the Laws cf the Statc ef Ikrid, all o dmances if Mi mi Shores Village and all rules and reguarion. of the Building Div.. i of , iany Shop illage '1 ,e -o, ipl.ed with, whether herein specified or not. A copy of approved plans and specificati must be ke1 . at building durin progress °Nix wcrk. Date 11/28/53 ,19 Owner' • Name and Address Zeigler No 145 street BE 101 St . Registered Architect and/or Engineer A. J... Troy Name nd address of licensed contractor LangRonfing.andTi1e Ca43il.N..W.. 79th St.. Location and legal description of lot to be built on: Lot Block. Subdivision Street and Number where work is to be done_ 145 11. B.1Q1atSt..Mjamj ShorFla. State work to be done and purpose of building (by floors) and for no other purpose. New Building. Remodeling._ Addition X Repairs No. of Stories To be constructed of _ Kind of foundation . Roof Cov ring Built Up - Estimated 7 - ,tal cost of improvements $. Amount of Permit $. 5.00 Zone ^ubage required_ __. __Plan Cubage Distance to next nearest building__ __ __Size of Building Lot Maximum live load to be borne by each floor_ _ _____ hereby submit all the plans and speciiications for said building. All notices with reference to the building and its construction may be sent to The unde signed appli ant for this building permit does hereby certify tat he understands and accepts his Aligations as an employer of 1 bor under he Florida Workmen's Compensation Act being S• -tion 5966 Col p led Gen al Laws of Florida P r anen. Sippk nent, and h .s complied w:th The prov':ions thereof, and will require s:milar complance from all contractors or sub-contractors emplo-ed by him in the work to be p ri .-med under th;s pern it and ill post or cause to be posted for inspection on the site of the work su :h public noti• •e or ..otices as are requir d by the Act. The u. d, r ign. d agrees to employ only such abcontr. ctors, on work to be perform d . der this permit as are licensed by M Shores k ge. • Lang Roofing and Tile Co Remarks (Signed). STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to adm.nister oaths ..nd take acknowledgments, personally 'p- peared _ and who, being by me first d..ly sworn, upon oath deposes and says that he is the of th abov. de .c.ibed ..istruction ti ; h has careially read the foregoing application, and that he did sign the same, and that all facts therein by him stated are t ie. / S Permit No L l i --2 - __ Date__ ___. Read, Sworn to and Subscribed before me. Disapproved Date. N.111111 - 111111Ay (Signed) 41 . . mg InSpector ii ur My Com:nission Expires Notary Public State of Florida .to me well known, PLANNING BOARD DATE Chairman Member . Member Member Member Member Council Approved _Date Disapproved Date j NOTE: A charge of $1.00 will be made for making corrections or changes to this application Ift.l. approval his been obtained from the Plane ng Board. - - - A re-inspection fee of $1.00 will be charged when such re-inspection is mu le necessary by improper notice for inspe:.t or fa. ity materials and/or workmanship. ❑ PERMIT N9 15482 Li BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building MIAMI SHORES VILLAGE, FLORIDA Work to be performed under this Permit Architect Contractor or Builder Legal Lot II BI. Description Address of Building Value of Project $ 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. CONTRACTOR OR BUILDER Signed: Subdi- vision BY DATE 195 Contractor's License No BY Amt. of ..` Permit $" 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. AUTHORITY