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BP04-1073 (RE-RROF)33 U MIAMI SHORE5VULILAGIE `]BUI LDING DEPARTMENT ' 305- 795 -2204 Bu'lding Inspection Request Date Type Insp'n 11 in Cop q01 ` p Permit No. SP0 — 1073 Name 80-Her a arse, Address Company # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request i Dat II Type Insp'n �►L1... A a alb _ALA Permit No. Name Address Compan 1,own Inspection Date r° ( k9 ( Approved Re- Insp'n Fee ri D Type Insp'n Permit No. rLDING DEPARTMENT 305- 795 -2204 Building Ins.ection Re•uest AMI SHORES VILLAGE /,,') Inspection Date pproved Correction Re- Insp'n Fee Name 4r. � f y-- Address Company Phone # f 5 Date Type Insp'n Permit No. Name Address ,5 Company Phone # MIAMI SHORES VILLAGE BUILI3ING DEPARTMENT 305- 795 -2204 Building Inspection Request Inspection Date Approved Correction Re- Insp'n Fee 0 *\" 0ti e c•I•v.1.1 E•N•G•I•N•E•E•R John Busta roofing 300 Northeast 91 Street Miami Shores, Florida Project: Dear Sirs; LG ENGINEERING SERVICES, INC. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 Tel: (305) 649 -6454 Fax: (305) 541 -3298 TILE UPLIFT TEST Residential Howe 518 Northeast 91 Street Miami Shores, Florida Information provided by .'li.ent :• Permit Number: BPO4.1.073 Date Completion: August 26, 2004 Roofing Contractor: John Busta Roofing LG Engineering Services, l.nc. Project Number: LGO4 -2324 (Testing Laboratory Certificate #00- 0224.07) September 9, 2004 In accordance with your request and. authorization, a representative ofLG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mech.anica.11y attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Monier Roof Tile. This tile was reported to have been foamed. in place. At the time of this testing, one test for every corker, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roo f wa.s examine for loose tile. More than 10% of the roof tile located in the field area and more than 20% of the roof tile at the roof perimeter and corner were physically examined. Based on our test results, we conclude that.the installation of the roof tile at the alloy ' ea:cnccd project meets the test requirement outlined in the above mentioned protocol. At Lase find a copy of our test report, for your review. LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the unaersigned. Respectfully submitted; LG Engineering Services, Inc. /Mciamad Sonny.Salleh, P.E. Project Manager TILE UPLIFT TEST Residential Home 518 Northeast 91 Street Miami Shores, Florida Test Number Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35. Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Report of TILE UPLIFT TEST for Residential Horne 518 Northeast 91 Street Miami Shores, Florida Project Number: LGO4 -2324 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LGO4 - 2324, Page l Test Number Test Load (Ibf) Test Status 25 35 Pass ,. , 26 35 Pass , 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LGO4 -2324, Page 2 ' Test Number Test Load (Ibf) Test Status 55 35 Pass .. , 56 35 Pass ' LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LGO4 -2324, Page 3 ..k • e a i 40' + + + -. + + + + + + + 1 I + + + + + + + + + + ++ + + + + ++ + + + 1 + 75 ' APPPDX. rOOF 1t5f LOCA110N5 ANP PIWN510N5 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/9/2004 Applicant: DIANE Owner: BUTLER JOB ADDRESS: 518 Contractor JOHN BUSTA Local Phone: 305 - 219 -9699 Parcel # 1132060400060 NE 91 Fees: FEE2004 -8025 FEE2004 -8026 FEE2004 -8080 FEE2004 -8081 FEE2004 -8082 Description CCF Training and Education Fee Building Fee Technology Fee Scanning Fee Total Fees: Amount $7.20 $2.40 $300.00 $7.50 $15.00 $332.10 Total Fees: $332.10 Total Receipts: $0.00 Permit Status: APPLIED Permit Expiration: 2/2/2005 Construction Value: $11,900.00 Work: Re -Roof FLAT TILE Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -1073 BUTLER DIANE ST Contractor's Address: 300 NE 91 ST Legal Description: PARK MANOR HOMES PB 86 -52 LOT 6 6 2PAD Page 1 of 1 BLK 1 LOT SIZE 7598 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 , Permit No. 11 ( A Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) / '-- / /9 , Phone #, • Owner's Address. , CitX. , State , Zip :,t -- Tenant/Lessee Name • Phone # / ;.3. Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES , Contractor's Company Name _ f / , ,2 ' 2 Phone # # , A , , - Contractor's Address ., - ••.._- • i City • //' /i / I .4 „f•- ,., :7,•,--7 ••--, ..., State ,g Zip Qualifier •, • Architect/Engineer's Name (if applicable) S Value of Work For this Permit Type of 'Work: ['Addition ['Alteration ['New )1 Repair/Replace fl Demolition Describe Work: f /- //) // f_ .4 0 Submittal Fee S - Permit Fee S CCF S t- -X CO/CC Notary S Training/Education Fee $ /).. 4 C Technology Fee $ 70•5e Scanning S Radon $ Zoning Bond $ Code Enforcement S Total Fee Now Due S (Continued on opposite side) y. County Miami-Dade NO Structural Plan Review. $ Zip Phone # t Square Footage Of Work: / ****************************Fees****************************** Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City J'd S tt Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant.: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature . - Owner or Agent The foregoing instrument was acknowledged before me this State ' , / , Zip day of who is person known to me or who has produced who is personalltnown to me or who has produced NOTARY PUBLI APPLICATION APPROVED BY: Chc 12/15/03 200tt, by , day of As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: \, IMMIRMILMOU Sign: R or , Print: g Ya� , - 1 13 � � * , • ' is . • My Com •,sp e rto� i'bsi J.t�6 My Commi ,' �i' W�i► • . . . , _ • Al CJ.(, ( Contractor The foregoing instrument was acknowledged before me this Print: ertificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. , * ** *************************************** * * * * * * * * * * * * * * *: * * * * *** * * * * *•,; ******* * ** * * * * *** * * * * * *: * * *** * * * * * * ** AUG '° 9 2004 Plans Examiner Engineer Zoning MOUgC of CO O CEMENT - A Ctac®R(QaO C(V ffilISV 'REE POSTED OW TEE JOB SITE AT TIME OF FIRST IMSSPLCTION PERMIT NO. TAX FOLIO NO. /737 , 0g , c7� a00,0 _�Y. Notary Public Print Notary's Name My commission expires: 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. Name and address of fee simple titleholder: Name and address: Amount of bond $ __�r 6. Lender's name and address: T " 7. Persons within the state of Florida designed by Owner upon provided by Section 713.1 (1)(a)7., Florida Statutes, Name and address: CFflq{1 24O8472 OR 8k 22560 Ps 1788e (1Ps) RECORDED 08/10/2004 15=1425 HARVEY RUVIWi CLERK OF COURT MIAMI-DADE COUWTYP FLORIDA LAST PAGE 1. Legal description of property and street/address: P8 04-52_1-v76 2. Description of improvement:A 3. Owner(s) name and address: _ (€.9)4 gig Interest in property: f1,,Ri'X'l,�j., `5/. -W 4. Contractor's name and address. �' 36 045-'97 A ti / 5. Surety: (Payment bond required by owner from•contra 'if- stmt)'-'' ° ` hom notices or other documents may be served as 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),�F��a Statutes. Name and address: Atli 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner • Print Owner's Name .4/A/7/4E , &7 Prepared by J / /Vf8 Sworn to and subscribed before me this ( day of , 20 CAT Address: 3 .1 iCe& 37% LORtRAIME tiELLEN • F. M C nrss Eg 10Pos1®.2B an.r.d=iav Madan^] Rninrp Mon. aect on A Ge oral Into.= tiOf' © EEuuo e4S'7A /4/4 J•Vb U ddrO alp Recq E3ccff Lar/ o D Roofr Aron PFD OrmD01 p ®d oof,x� MFD Uoi39 WD • Section 8 Ro f Plan Sketch Clmof Man EEIu trate all Wets and notions, roof &slump MEP 4 OVc ,©t,7 scup - pa and overflow d_ Ins. include dloeenelone of among ®a11 DOVOI'S 6E Eden d°artenaEoane a y lovated prossum gonos and location <� f . ■ C --1� ■ :11 ■■ 1 C CC1 ■ � I �r ■ ■� ■■ ■■■ ■ ■u■ ■ ■■ ■ - I 1I p h 1 hiid11h1h19u i 411111 C ■- p 1 • 1', 1 1 ::: 0 l It • / 7 A/E / . [ROOF CAT EG : l Q Mechanically Fa nod TEEe a Hotel P nolfShingle a EgaeaocSng ROOF TTPE covering DI Repaiv (al Maintanence ROOF Z STELA B °4FO o.:• trail rf e ke act We Are there Gas Vent Stacks? 'fee LI M® CI Wpso Matural (a &PON F@.rld Building Code Edition 2002 a' M h V Hurricane Zane Uniform Permit Application Form. Section C Low Slo : ed '=.00f S ; stem mbly Compen ref identl(iy °W) Py(s): rJSondingi L'aterial: tener! (banding Materiel: (s): ding Material: Fa ti _ me Spacing f2P Attachment Redd: °am Mambo card Field Panspst Height tea Goof Height Oin. S caw iltrffy Man (II a asm antto 4 SVOkiao Mareuffcaunsr. MOA Daaiin Wind Pressaarz. From All ` 928 or Calculations: Pima: Rama: Pons : Man. Cep Pmmurs, From the S its RiOA SYstaat Dedt: Type: Gargerrhi 'm : Stops: Am aa/Base St=t 8: Ko. di MIAs): Anchor/Base Sheet Fastener/Banding Mated !mutation Sass Layer: er: Base lns�. t Size and Ti : Base A,° Insulation Fastener/Bonding Pawed: Top Insulation Layer: Top Oral£ Sets and Th ins : T (" ap insulation Fastener/3a rsg Material: se S@a::,at(s) 8 l n. afi P Grass Sheet Fastener Ply SPtsat(s) a Mo. Ply Sheet Pasta Top Ply. Top Ply F LY Fall W.0 Rams Q ° of Fag n *K3 POP @MatCAW@ Perimeter Corner _ ate C nEnto Acted s� titans as Applicable: oodblocsing, Gutter, Edge Termination, Stripping, Flashing, Can4imms asst. Carat Strip, Base Flashing, Counter- Fl shierg, Coping, Etc. !laces; Mean Roux t1eigha. Parapet Height. Height of Ease Flashing, Component Ma, OA, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Gerais that Comply with RAS 911 end Chapter 93. Houtda asQiding Cam 24102 High Velocity Hur o ne Zone Unlfonn Permit ., • c•io Farm. Mom GlooG NlcftO :_ , am( t;•,c,t. 4 aztie omz'i1vps Sp ad8aag : rit A .. 11 0C,9,#0 dhe zudnp Yyps f 11 A SD2za 834(11 Nonce) (pt ACOGUD &TBAC® Gati(iWbOP: 0 2: 2f • 05 aTinOmfauom Dszdo Mind Pavusancrez, ll? AppO6c4alle (Fpam Illfr S 217 VT C c'a.dCSdm°c D: Pg: 4'7 012_ /00. pz:_ (or 4, MU 11MIM Dez0g5 Pcnosonna L um p.) ecgillu Ornent)o is Mazacol eCctb oftchigazut: , a--,VIT , A4 A, 61)/E.Z.37 54 Houtda asQiding Cam 24102 High Velocity Hur o ne Zone Unlfonn Permit ., • c•io Farm. Mom GlooG NlcftO :_ , am( t;•,c,t. 4 aztie omz'i1vps Sp ad8aag : rit A .. 11 0C,9,#0 dhe zudnp Yyps f 11 A SD2za 834(11 Wor Da e.Ut Imael the systems, se e F�:r er Method 1 or 2. Compared the vt�eo OW MI wig the des from M tb If the M values greater than or equal to a't a Mr wizen for each o the serf, th the tile attachment meth, : la astable, `if a :1. 1 'Moment ;.ase QI1 y :YZA II 71 r • © • — Mg: _4 Q�'n /IV II A - S ` • - Mg: Method 2'Simplified Tile Calculation Per Tab s - love IRegt3Dred Wlemeat e 3'c esistence ( I ) From Table ; 10 v 3O °mngt aced fin ecnjunetten A8* to list of momeof based tale sygdet eddoreel by gip 1E3Toward Comity i 3o dl of Roles and Appeals. IF®r Uplift based as le sy. ems ewe Method 3. Compared the values Eton- IF° 'A_�1�: the val ea for IF„.. If tthe r ° values are greater than or equal to the F', values, for each area -off the he ti t men the ti attachment method is acceptable. Me3llta�il 3 "Uplift t: as d The Calculations NI! 127 R II D' II A: ) — W: ES �mII ®: _ = Fr0: ROA (1i° : II D: — II w: = ) — W: H clog 9: _ �r2^ NOA F.'' (p D: II A := ) —W: IIeos = i;e�: N1t Where to Obtain Information �U� 1:111a ®l mere t® U 'Recta PI arF2 c P3 LAS 127 Table I crr by c =slowing cn lyaia p by FE on ASE#? 7 - - Mean Roof Hei rat _ 11 Job Site f3a Singe e Job Site A M leer i � NOA Resin c Moment dun to t:Iravit M NOA - Attachment Resistance Mr _ Calculated 4 Fll.) 1 cC . � . 1f 9i 1f Nunn ). ..- M, Calculated Minim m Attachment es�rrne P NOA 'lift Reaistance P. Calculated Avem a Ti!a Weight NOA Tile Dimensions 1� tenth RIGA w ciitE+h All calculations must be submitted to the Budding Official at the time of permit o Gptien. ICI ©r?da Buildinc Cod • Edition 2092 @4 h b Hurricane Zane Uniform Pemilt AppRcatlan Form. Section E Tile Calculational 123.01 -48 5!O:3 PAGE 5 SECTION 1524 HIGH VELOCITY IIII RRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR IR.00FING 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 requiretncnts 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 expl:�incd. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter. 15 (High Velocity Hurricane .one) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance sta ndnrds. 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. 2. Renaaliug Wood Decks: When repiaciug roofing, the existing wood roof deck may have to be i e Vi reahanled in accordance with the current provisions of'Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Codc. The roof deck is usually concealed prior to removing the existing roof system). `;_ Common Roofs: Common roofs are those which have no visible delineation between neighboring u (Lc: 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. •g. Exposed Callings: Exposed, open beam ceilings are where the underside of the roof decking can he viewed from below. The owner may wish to maintain the architectural appearance, therefore, rooting nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. D'uoahaluug Water: The current roof system and/or deck of the building may not drain well and may ca n e 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 Iife expectancy and performance of the new roofing system. Ponding may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Oven•Iilow sem pers (wall outlets): It is required that rainwater flow off so that the roof 'is nor over irradcd from a build up of water. Perimeter /edge walls or other roof extensions may bloc/: 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. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the rurenor 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. Owner's /Agent's SignattTre f) CAVMC ou 5xulccp't c,=iilaaf 9e4L..fldlrcrry0Tf q.«•ry If .V.t)al.fAIMNSZCf1/M 191411 Welt eP Contra hr's St _nature • 05/ 46 /20133 17, :3�1 561 33 5391 /O SQIrc 1 • ME D 1 TERRI :NE ! ROOF 1 1L1. ? 'un n (z (zu 6ne017GUCLAt4CAtl OP) r 3 , 330 9301 C3a74a.6DilYd� HDQCIacz(l t\p ® �1 ? ll' ¢ C T V' P6vVr1 � Mocarie 41J. .'rN NallAI'JO DAID E C • 00164DA M. 0 -'AADE 711,4).G1X1 (Q�a YWSa a63 WEST qa.AGLEttsTzlays,sir-ss (03 (305)375 -Val FA% P051 VS -'tea All Soya anilo n, 61,, LD Q �a YaYto� governing ¢�¢ apse of c�aBs���r�39 � This '16 ble mks and >regt 1PQng the osc of Control 'o nsa ut nanaa issued der �e II�� e el by �Iiaeu�iv ®3c4e County areas �rC�emz p R y t 1 Bo is beiw� used in Miami Dad`o County and ottrcev a�unta3bio� submitted has alb to be by the Board ®4' �u)es mane➢ Appeals Product Coaflti o9 Gila e+g lazisdicaioo (A .5).. Q¢ nGe dry right go the A NON. eY iraaion d9 l iotv' The Miami-Dade County valid C alter nty) t atop 13 Qian date seatcc Dress oQhecr than Miami Dade Cou County) Tails to Wig° in This FTCf� s)rail ; nand9ou es. rtf this A may ii�¢$oaael�y ;viSim �11nnigsani Dade County) ni as5a>n�e and �e Yeseade� �igflae ¢emal tested for yea willl eaccaar the eaap a of sanc�n ¢esainQ aoducB o5 qj]t¢ Yq �t g9nn�6t3� jurisdiction. �� the accepted atR �ng4. e of such product material within their D end the use � iaYtei -Dade County Product Control Division that apais �odigy. or sats�'p determined b3' ca�e- aedo�e, eaa�cea if it is ®¢eerana 1c�abpe building Yo teri ails o to tliveaa`zaais oE ¢he app Velocity Hurricane ge the recp comply with the High r du e is Yate and Dlas been desig designed to This product is ap�g ®v¢d °g ���� cd herein, a Zone of the IFloai &an Duilding aad C�� Comet-04e U�i'Q illc Pats a�� [j�fE�Citt�(JI��Q��: d�nfl ®ao � a o�o. cif. s Fanatical' lanai with tho u fac9,entces ,flame o o, city. . ¢odCs'�pv unless oafix� follow ng sta Each l s r beat n nroduct Coentoa App dive has been no pieani -Dade County i be�YCOao ��$ men filed �ollmwicn� sY o A shatl be consb &red a(Etree a Nne pp g n ho It this product. e in �tb thaw the a p li c tle cove ner tivoly n��flaeng Y1he ope a revision �3 change e b tyre �p N Di building code dam or i� Qiher has as a n eat vision ? ©� c9naYn� off finis 'NOR wilt coca aver Q ease RfJ o� tins ®A� g® 60�� ° lantaidS, U S Q ®� gacnare of the duet 07 iflaee as an l�Co.1�ai9u any product, r s and ®r oQ e p spa neaQOaasaaaca4Eb t advertising o� any Qi®Ya and removal ®� i� ®� - d� , ann�1 � ®16 ®�e� by with n 4se section P 8b it g ait with any Igion o� ahbs �D� shall be mate ru ae Ba the wards M ism - Dade Q e ®Pa g dina � ®ep[�'1`R`1T� goy be �isp�3'� � advertising ai4eraQe�re. � . is�nb��� ebenan���n Y by the aenupscYweeQ or its s'h i be 5 nrvided a® tNe u tafac be done iYn 1160 e sati ey ®� t9on5 enkAa h�CW off the �ai8a9in� ®4V and s ov a t eT� job she at Ole reap and sees be available Tor inspection at the b This NOA consists of pages 1 "hroush 7_ � �� Prank Sul �a. C '�hc submitted. d� lrb>oau was e (N ©A is° CB�b� EIW.Ta¢C (nn^,z^1 fl�Il� p e vna dn¢ ),M 9 93/.16/2 13:39 MED i TERRANEAN ROiJF TILE -b 3957572728 mE0l'Mi SAN AN IM) :561 330 030 ❑— 0-03 Roo �nY�1� ' ° � ' ' 3 /Des Low ? Roofing �en�o- Cal �QY� Concrete Ka¢er5alla '0. SCOTS [S3od1, find Capri Cea�sr¢�e �ao4 Tile„ as a system usitbt�Monier I;iffetilg Section off inns Notice of Acceptance. Q does not This renews C and d i n S� a p Build rnaions ed re %h ies ressure equirements, es d by pp eyo ing of doe spa 1�.3aia4nS where alsp p fe values calculations in comztpli e but valu list d in s coon 4 4 ere/ . obtained attachment 6y values listed section a herein. The 3t�cflbe�aant calculations shell be awe as a s ystem. 2. 1PRO D U CT IIDIESCULMI gag. d SM -- e-- �y_ !`R2�c�4 n4oaC�r �d�aa� Monica Lifeenle LLC 1 169V � � 13' Villa lgo / thick Monies l,offcitilc LLC Capri Tile -t Pieces 2.1 SUBMIT-FED IMIDiENCI = 'rest iit1e cr 71161 Appendix 117 7161 -o3 Appendix n PO402 ftedland Technologies R Techno ltedland Technologies The Canteo «c± Applied 11tt digs 40s Applied! &Qv csin:, Vic' V2°' thick varies yy a va ries varying thickness CS4 • �t6�a:s�2ior�� Pett112 94- X04 loll 112 PA D17 nredect /Low Fronde, interlocking, high presume eiztruded concrete ma the equipped with one mil hone and double troll ri,.. For direct deck OT t¢Se end tnii1-046, MINIM" Or e-rtCSIVC S28 applicat6ons• Lulu przral ltbi h e, interlocking, mss with one en ded conencte roc( tole gknip nail ho16 and dacble Teti ribs. on adhesive g deck or battened r�tl -c�. mortar applications. Got ese Acc ry trims, concrete tool-pieces at lni , rakes, ridges end valley terminations Manuiractiocd Tor each site Ford'. e: d4 �19¢tv �'if�Q� S Uplift Testing PA 102 & PA 102 tee Wind Tistitwl PA 003 anl= ®n) Withdrawal tkesi$tmaccc Test' screw vs. smooth shank nails Static ti.ipliaTegfinB t�Ga doll (Adhesive is(1$Testing � SQaeic Up . IAA 101 (Maria Sgt) nate Dec. 199 aec. 1991 of Sept. 1993 Mazcb, 199 May 199 NU-544 wuve 0 2 i Y ' No.a 024.20. gds a-4 lova Dcl 112A6 • A rrcydab l�at7 o ff c 7 (17v 1 t 13: 2'992M;MOillefL 7e Apeuiev, eland Rediand Tecknologies Professional Servicc., Knchastisi, The Cutter Tor App1ied tnc. Engianciing The CeltigE far Applied Engineering, Inc. The Center FIN AppNed Engineering The Center for Applied Engineering, Inc, Th© Center kir Applied Engineering, gne, me Center for Applied Engineering, Inc. The Center CO7 AvsttiCd Engineering Colotert Cl/vocation Testing Services Witter Engineering, Inc. Wallte? Enginecring, Weittee Engineering,18ne, Waltzer Engiricaxins, the. %)Valtter Engineering, Znc. Walker Engineering, inc. Wat-C.7 Engineering, Inc.. 11:11 I TEI- I POUF rn F. ::;1.Y■7572771 4j8.tJ : r., sag 339 c, • Mcg.L 70631 Uster Deed Aug. 1994 224-4709 25-709 25-709 25-7094 ?roject V°. 307025 Test VMDC-76C.1 25-7183- 25-7183-2 25-721 25-721 52 54-2-1 520109- Calculations Evelluntion Cnteuhtions Evaluation Calculations Evntlasation Calcuintions Evaluation Calculations Evaluation Calculations EvElaratiou Calculations Tes.a:11214. Vrand Tunne1Testing ?A 103 (McAar Wind Irunne1Teing ?A 100 (Nan-Onl) Physicel Prepstieo I (2 Static Uptlifft Testing ?A 102 liesidlap, Na1Sb Dirrect Deck, New Construction10 Static UphilTestin5 PA 102 (4" Iticadlap, Naas, Sa(tetris) Static 1Jptill. 'Testing ?A 102 (4" Ileadlap, Nails, Direct Deck., lecoverfaersof) Wind Driven Rain ?A 100 Static Uplift Testing PA 102 (2 Quilt-Drive Screws, Direct Deck) Static Uplift Testing ?A 102 (2 Quitc-Drive ScreS, BaCaCifirs) Static Uplia Testing PA 102 (1 Quilt-Drive Screw, DErree( Deck) (1 Quilc-Drive Scre.^4„ Battens) Static UplOR Testing PA 101 AVOilyttallIi6 Multiplier 25-7103 25-709 25-'7496. 25-758 25-78041)- 25-781A-4 St. 5 25-7048 AerodynarniC Multipliers Two Patty Adhesive Sei System Oct. Q. I194 Ho. r 111 12 7 Oct. ra99 Feb. 11995 Fob. 1995 March, 1995 Sep. 99a D .3,99Z t599 March 1995 Fehrumy 11996 Apri% 1996 December 19SC) Aptil (99 Avirn 1999 Notlia. M.: C24705. ggi.r!Inqqen gdkcg 51/E.co? yptrovaa now:;.oucrg--,s rensr:p j cT p5. 16/20. .93 1.;: "'•O t3 -0 3 : • J 0(7,0,41; PA C* r r . •l r L . • ' t 1 $ .1 iELI C tl=Ft1•i14tWj:114 f: er i al ryto p I T �CHA ro�s,r� (cAl !'i.31 .5:f3 3 D.11c0 A.711CMS a 6 this n C nce. �bas c ad u� static Tied �p1i(Q tcs¢ shall 0� a 3.2 boa uva�arr�g or aal s.. applications. fecal Q,�,boefl¢�� � ��.t1e�� a�co llicmt with e lam- of a 2A.s fl with AS 112, a ndiu 'A'. Sc uch testing shalt a icaott shall PAS the r�� ®G byf aaa9on -ICD do Cooney e 3 '� `�� test in �eoc>ce Applications � r �rclY pnanre 0; Moo 6a r a�srue applicable Roofing pL Co , Cow shall be iv onn ipli rtce vnth. thc app ¢1t,2 Building ��� 3.4 E�o�ia�rntaltga watt�a6aaYfu�'�Q • m e installed 1p�e�a9ia:o9aa ne➢ the ��..R'. -_ � S¢anad hoe mop section 4,a the oanpplications Qnav 61illtzd llate a trre. ).5 ��RS hoe toed w i s e by hoe i al avtaa1ufacQnnrCirs tes stern ls� ore the aneide��Y�aicnti�s. M;ni�vawrt� >decdeck Qeq na hi ss seated nce is by deck iD 3.� 'This accEpfl:anxe is f ®� wood deck code. coniplia c wi i applicable building 4.1 M nicT igeti oll, and Capri C Roo(' 'Tile and is co p � shall and 4. T c A� Vann, Roofing Application StandardIts installed 1 R. AS 120. 4/ Data Fct . ttlielatrient Calculations ��a ®wS Q► It Tab] •: 1: AvV e �nkYeaZg tl P7) and VOI(tlt tfd'n�i�a� -c ^J Q�� a'9a� qtr ®{Fdac� Monier Ltie e Ville end Roll Tile Monier LiWie Cad 1 it 1•N). "Sct:f ana�8 Rem - � � J ' 13 zbha 2: Awed vta�asrot Nit Q( 0.267 Di7ect Data 60.3'0 Ven5 5.48 Ulna CJeztt Safikens Vred Desk 6.65 fa 5.24 aired Deck n -ab 3 „ :12 ' Z.i10 J_ BS Triaz Pcroilae 4Udanser fl gP °41ar Ro+� . C� . 4".92 Monier Lt t sabl Vitt a. Roil, Ca•ri �'iie �. OA No.: 02,-11 Snrs5 anaoa I nC¢o 22P1 S19 AP7coa ° on% Darr-Ps 13:10 3 - - C 1 . ' .j j`)PD'4:eto r.l or L 1 f ,eC • 1 c. 25.3 87.9 24.3 19.0 37. 11.8 21.9 25.3 - 47 9 24,3 99.0 35.5 31.9 X72 a -10 6Rrr St % G al% 9 -94Td, S> @cn ea' SeAC I �8 - 2 -90d SssilsoI t or Sax= I. Shank Ms ks - - 9 Sae-VS _ 2 88 SCret1 1 -10efl Strnooth or Sc W Sham. Hail Field Cry 1 -11 y Smooti Of Shateh tdait t nt,z Cti r 2.90d SaUtoitt r c� S els ^, Ft21 C i 2 U VL� 5��1� Q� sc1 ev Shard; NEUS _ Eva Ct1 2 -10d Ir3ing_Sharitt Naas Vile Ileza?t9 nrr2 42)Sk¢o 3 16cate6 a 769e Appbiea4bo¢a Ad EGal arza 31.9 43.0 for ifist' rss Win. 67.5 ot 2Wft rahezd -- 23.9 22.1 342 22 .9 M1Oabe�� �-i!E4C2 Vain, Rol and Cal/st kite Taal Qo At1anchcf -aouti LIeSas aVn Entoresscd p6vee 4DGZ% VhttwsQ Fas.aensT Tv-go Moreis? LIle z Villa. Roll, aria Vila, Roll . 1tE1)11E171 ti4tfl11 1.'CICh TlL�. 1.1-'_G l ii -u POrJ -:AI -: 01) . {Y 33f, 0bu De et 8 QavaQoa. i9P32. pOnlvocEn 499 _ ° 24.2 fnsez11aWs eiitit 8 TabOQ 5: 1x14it�c 7¢ssa�a as a L1fbm�aer�4 GHQ In la:DT Pa t fa�11hestive Se �3 S stems Chu rou�aaeuni c�Ga� 4 Qnt t ` cm pia` 1 9. 4 a� g '°'s _ ____ ora�f 2�s �� a ` �mperiv lac oWel Awsa6 - 8 �'' r I �O_� o - �m 6'�� "Ma Appibcat ••1.' 0 - 5/ 7 ,(�Jinti oaa Atha ©(�wvwan Monier IL "c `� "fir; - - - - P • La��1• "9' - - - --- °' °T_ en C x `17 ° - - - 075'4•'Q vais et Po ?°o t\9©Ga E4e.: 02-11".0 _03 a*5TOeP:ti2 DrIc3= A9,n6I ,AREvovvil earamu -7t Ilt 7-;'1,-,! L')flr • t ;CI 1'rr n11EPR Ira•tll I (IF ! 1 :4 - f1= ir16 . - — __ -• -. _ _. . . ai 330 E.3ri. pdi:6 t TY_�l Ft gbltd Ata (M) FJ—O:d 3:!i Of'"a;r.;untr.rt_tq�tl t� um2oaQ (, 1 1 1 Q©T Lv 6D U4rnP r a..cGme-v Motiar Cspri \ "1 _ P® OCs Moose ?5r L(fc,�3� Vi ta , fop. a (F the s s er me2 ¢�7 fl ®,�. DT 5. IL ME LEOG imprint �v identi� 6�Ilx working ® l, eatntn -Daae County IPv ue G.outaroll Apvovetr. An tiles s>�a91 hear the Qsgnp ��l��evi�ro� $ta¢ertzxng: n . II'1 i1 111" REZLEIt .,Ikrit'S an9e� by copies attic following: �. 1B�41II16_1. A 3Q7 permit shall he acco 6_fl (PPancatiot� &'n9 building p Accept-nee. applicable b�nufl�7i6�g 6 This Notice of Scc the Building Orrick) fl �v apP 6.11.2 Any ®e9e�v documents ge�ctare�l �y code in older to properly evtflanate the installation of this systems►.. • LF'BILE Dlit-AWaNGS MOKu *r.11S ILAIFV6I1.Z CONCI: . UI RC-1W TqL Zi NOP Enp5namm G)s. s: 11P91C�fs� d 2u33 6 o( 'y i)2 1ti'?I i3 �AFkn } i s . 1 f J4 1 .. .. �Gr- — . 14-1J1 ri:i 141:_t!I'i F.Cxlr TjLE ; t `olail= c'1i fart] : Tl=kmAi.6:AN 014. :.5531 130.5.30 YV Mm 07 fit s ACCMFEW IZ rlr t. _ j A Limn? 7: f. 10©C 02- 18Z0.05 Q tr 1 Lpap 0:1 22: ICU J (IT e:.. • MIA M10A4MS>.. .VL:1,2271rAi` Cl NQ0..! c11_QD .51a.e .G VPCWV EDI (1 /J14 /Rt0(4t PRODUCT COUTRUR, NoTlcz_cir &CC P E 7.,4 00 Sh[rawg-SQuetb tr nomIl Spriarag; 0 X '733 -11Il32 fl Oec exper eg'sae41 Va seo¢tg Gull ha: i[ curt- d by the manufacturer. MDAMI-DADE COUNTY, , C't..Ot$117A METRO -DA ®ti G ..nk14 131118.DIM t 0.1Da.onf G Coon COiaammiv i OFF 1C NRITRODADF, FI.:lueR nt110.r1tI''CO 140 WEST FL/ G1.611 rlaa ET. :curl 1013 MAM6, 1 A 3303u (31)5) 3-?901 0'ra \ 1)051375 -PR/it ca - rcaaarr1)ea ODOG c1 ()919) ]79 -11345 FAX (305) 975 °Xs .7 Your application Goo' Notice tafr'Aeeeptaarocc (NOA)'of 'Two CCocmptuReM I uDycaTecihene rin'onane Aeine..shre tinder Cr Ca%er t F the Code (DQ Mionti -Dade Cooney governing the 12ac Alaerantn4e MateriiQs and Types of Construction, and corer pgaely descsribed herein, tats been recommended for acceptance, by the Mincni -Dad‘: Como Building Code Compliance Office (t3CCO) under the conditions specified herein. This NOA shill not. be valid At:E. tPnc expiration ditte staaed below. BCCCO TeSCrvcs tha: atha Qty srcur t his tset)dUCt oQ rstasaid is any tim4 &rorn to jlo bsite OT' rn1t31tUk Cana is plaDaa for quriliay coataa t went. itk aptis product or apt .Qe&A oo perl'arma ion the rvsallott.r, BCC() may revoke. aana3di y, of 2tasFald the tine of shell pcooloct oe =tulle iminediate0y. BCO reserves aloe right to revoke this approva1, if it iv detcernine by BCC ➢ t.bna aids paadalct or material &ils ao meet the requirements oQ the Stroah Irgat'ltiia Bitaiiding 05045000(tpe3 0tenvItzu%1Atttco acopmesto cavtr pn je.9at 144a4°17 c9eri6B neaatreoto. noeaOiaiaoPno.o D16an1G.aiaawwn.Qa....li......e . a.e. _. 005) 375.1517 VAN (3054 375.5;cin ettonaic r Q:Q?'s'krrczea. fa aVO : ON (3USO3 /9- &ar+l3 VAX V115) Jl77.•M' ) Road CSadTibacev. Chace Product Conarrnl �6vi�i9tar OIQs Qs THGc, 4 Qpnals - l° AI14f(D01I acmia, PAGE 1F 51 ANi1� jai ` N(i_1;1 11 Qe Ml>r St PROpucor _ vq 37 zy_ KartrUA thi9 nppiicintkon 1705 Pfflduca Appr val has bxeu kcvic�ved by the BCCO and approved by lh2 "Building Code. and l'rtlduct Review C:omntitQce to bb used in Miami =Dade County, Florida under tho conditions pica forth above. ► Francisco D. Quintana. I4..A Director Miami-T.)0 at! Ctttlatay ltaik ing Code ComppOinoscc ()Kiev, ROOFUNG ASSEC' IBLV AIIPU CDVAL acaoctx;, Roofing . "Cafe S?fv4 Ro® B"Ttk Adha;:aive Enna t) Poiyaoo-oahaana II . co S This approves Pollygnro0 ma 066 as numpfizczatavel by VoGyTaotnam Qniro Jnnet.v lino. as in S 1naaa actor Na lka of Acceplcuct. Feu' ¢G e 1a arc ua,QaQM ¢4cQ aC n 3oa pa CTAOW: rrr,NrAMIt , ¢ z-4( ?. ital. 1 plpl6caab0e lbatikling ea dc€, a ag9 ete Casa -a M a c; rr zsigoa 8)wgsm — OQ1C to .aOntzei by e.dadattica bb caDaatpgeenge wick Gztaxmfi tg AppRdc alaz n SZ1170,arsdfl 8 27 felt vaz rAah a?ppmese i naQa, 6m, cad h5gh 04 ad8 SygS! @2 n n:5,..seE3 PoilypoP AH 860. W8n = mac G- utcun¢ ca8cel.M ens caTa done M3 au =meat bFk .12 SyS3a;3U 1�rr span ;Rc oQy pRnca±aacena¢ 8a 7 ec1 tan atp86g Cv crD sysa 8h,,T dcetbRo, easy oyslems 2. PRODUCT' Im S CRIIIF'IIEON WITiz nuffac.Qtaa-u& by 0 oRyp mft. AH860 O'o>7att d R'it'0' 1 0113 0 uvr ada0 30 100 NAA N/A .R (Caa a wancancia anrr .v c etts mninc711QaacQnotm Rny ao¢Gnerrv; A0ay Maztaati -Oeeb Camay Peoduca Cotttro0 Aecepai0 Raxal'T10e A etotb.vOy Oaznviatj :a eaaa :aat NOA wOakOu lava aesasQatottaa v ala ce4 with aRtg fizz of PoOypTo AH 100 roof 0i0b adhesive. °tI�gnd��0 tinuy26 taQ PanunMeo: (tnreJ 11'a•csQ flloasiay ASTi`v10 0622 Coluapsrc a0dv AST12 0 0621 SraQzh Tons3il° Stmaen,th W9 ataW AimeTpta¢0oa Mo0staaccc Vtapo? T naa mission DinevaaCond ;a�Onalaly A:'"C(M) 162 ASTh ) 2127 ASTh4 & 96 ASTTM 0 0125 0.6 0(s. /0>I 9 113 PSO Ft: ataNc1 rist 12 fiD10 Pcrpi ,rdiett tr Qut rase 281 O'aarral0ait to pica: 0.00 Lbst. /0 ;1 3.1 Purim / look 44107% Volume Change ce -400 1'.. 2 -440AM Valachno Dm n , fl.07aoaidig . 2 ovaaku �� r 1 . ACCEPTANCE TANC01 Nao. ; 4� irr 2(t Naw_6Q3sratpty PA 101 Approva0 Dtto:.ime ALA0O Expiration Date:. lny 804n05 Emlea G`Dry a0t.7cG EloczolgAgn Two eatiaat po nen0 po0ya nAitaroet Dispensing liquiponovit 1 rnttEt Wong), B21 C Onrtss0a a Conarrcnl &aattbataz' ACS P°IT'ANCCE. : (4p- ®4$l.W, Note: rho physactaO pg 3 lagtscai above cair4. OreDeaata•dt sas typaiecaQ davcrciaa: eaaleae$5 aas a Od:Qa°o°oaaiuncd tn� 6aGanQDQQd ASTf'U tem anrd:thgtes and arc gubj cQ go urdBRDneR naararaaad`tnQ4aa'irog 4+dafr4a0Qiban. x.11 Fin; o; nssilicaiion is not part of this acceptance. Reel to the 8Drep;arcd l &onof 6 ih Assembly lbr flre. rating. 3.2 Polypro( i A6 -0160 shall solely he used with fiat, low, & high wile prollle . J.17 Minimum underlatynents shnt6 be in compliance with the Roofing Application gttnndaard RAS 120. • RoSO "'I7 ale nuatiltghaures acquiring acceptance 9'¢ar the use of Polypro0 A 16O roof the adhesive tear Bile assemblies skalt aesa ioa araeoYdramm tvuth A Q06. 3.5 no ©7718 718 tanEMACaUr¢s acgafidacg acceptance 0125' two padafy pluaces east cvidD tOce use oFPolypro0 AR 160 roue (Me adhesive whlt their tile assemblies shall test ica zaccerdance with OVA 101 and with section 10. as modified herein. P.a MS ENSTrALLATIION 4.1I IPolyprda0 AH 1160 may be used with any roof tile E]sSC9anbly having a current NOA rhr2 Wes aagslit'l resistance values with the use or PolyproP AM 160. 4.2 11 olypru@ Al-O 160 shall be applied in compliance with the Component Apsplic atuon szc km mad Om coriresponding Placement Details not het-e . The roof tale emembly's adhesive attachment wide the use or Polypree Al-6160 shall provide sufficient attachment resistance, expressed) as nit anplin isasad system, to MeV Cn8 C:ta: tNe. ras stance dfieterittiat l itn c'ompliaocze with Ko'o nc5 -lead county I, octini3 App9scati ©a Saartdarrads RAS 627. The adhesive attachment data U3 rioted in ilk raaoT tilg assembly 1 ]. A Polyppr¢siD `AH160 rdsop'tile adhesive end its components shill be installed its accordonze watt ZI ourna3 rApptiontien Standard RAS (120, and P 1yronna ipraducts, Pegypio© A 16Q QS tioa3 instz nictnon itnd Maintenance l ooklea. gitst ly Mura must be by a Rohm/ Trai d 'Qualified Aplicaa& raprprowd End Ecatas d by Po6yroniti mode , 11 . 1 Products shall supply a 65sa op'awnved iveplieaeor s to die authority hiavin jlrit'isdiction. ,.�i Q,alibuGai re oFtee IFeniiipre0 dispernsivac3 equipment is sczq eked beFtwo appliz atk) arG' any ttdlteAve_ The mix ratio be the ' AG c®cu Onem End tkte pd" comp oicmt E lac maintained 3(aIr eta 6.0 -6.15 (A) : O.0 (0). The dispense tinter shall be sc3 to dl;eliver 0.0673 to 0.15 pounds per Bile as determined nt calibration. No other swings shall be as prov il. 4,6 Ovoly pro$ A1 shoa61 be applied with poninpro R771000 er Preaeckfts 30 000 ei i.peGuac% c nty. 4.7 reMyrpra•0 A6.11160 shell rant 11 e:apaorsal pecrataaagtaBly to sacola Frank �auloap i, RRC Product Cow& E.xuanings- ekcs manse tadhrred ioa Eeshtly Eig9pdio1 ittfitesive. tde rztIM (fig set withal 2 to 3 a5ni�eatea aaNT P oOyg o0 AN 860 89 5 teen daspAmvDd /1.9 Peiypro AM 86,0 p scenitra¢ ncnd thdcinItam pray weight shnig be Bra zt eccr lzaEC caGa the °G Oacernent Dezna &s• herein. 1Ea¢:BD ga ricrac ti8c pro Cite regtakcs tOto 43eciCac p9t1c((..mena noted herein. ACCET `ANt Ho. e8.-dD` d.¢D . 'C olCc II: AdOceL:n -cc Moe=1.4-4¢ Ueo d:aeD Ccfne ro¢ on-ca c, TII [d'roGcC2 HemunD DQ VIcngIIe Prdoly Weight ' 'Ave Pc dyQ %C ? DzaniiB Ri aoa. QcPn�aD4 [ Q 7 Ri7sh Podge. (2 Diem III r'mi8 ( {l t 87/side en earp attO ��aPJ�G9 Rat, Lew, E-Hrin Profiles 24 L`ina, 8. 0v IMi B4 8°reMes 5. LAUDELIING All Polypro0 AiHd6O containers shall comply with the Stendnrd Coondiaiom lowed herein. 6. PERMIT RLQUIIREMENITS 6.11 As ragtnit'ed by he Building Official or app1iceble Building Code in order to Pavony evolt tie zhe ieasta88aeioea of this sys¢ern. rr9ntt Zaoltsaga, ARC Product Ce ntrot E.u211coc+ ltr 1 GP_Olyroginp Pr °files, itroS,, tf1Cz, &Z ADE llES11 viE PLACEMENT DETAUL 11 SINgLE PATTY ECA ttn."3 • ct7:;D c ACCEPTANCZ Ue. : 0.,4411,52.11.(11),2 cx DC 4 La Crc Qc Cla CZ:3 CICI1= CZZ1 tC7`...1C:? c=nc=c,i =we. c:1:1t,1 5 • r.,•^1 Frzruk Zueozp, RRC ilmOug¢ Centro/ EAnnalawr r ADPIESQVE tPLAti(CMEW'V DETROL 2 SBNG,LZ, PAT Ty 6 ACCEPTANCE No. Ofi-0521 1)2 Faulk Zola ai;%, RAC Product Control fl eta uter Pobdlingipdinc43,, 4i thz CiaD (ct.:74zr ekt) hC ttt tqc a A05.11E5i1VE PLACEMENT Dwrto GIL 3 Douqkx PATTY SInt1 b. k3 Ccp og ecner.:= 7 ACCEPTANCZ Ho. : 21:053122, M5tts...m.—^fa ctenutl 8 3t 4111 ta tr? h. ,o Vt CQ 34J i 21b. E ta ct - - renntz Zukoy4,2,a. Product Control Examiner D.9( GoiattiazorhaVajritc. ACCEPTANCE Nu. ; 9[457(02 Renewal of this Acceptance (approval) shall be considered tiller at renewal application has been filed and the original stobinitt4:d documents, including tog - supporting data, engineering documents, sec no older than eight (68) ycaars, 2. Any and all approved proeaacts shall bo: permanently labeled with the nannnr;°ar;tcovaa's name, city, slate, and the followinh3 statement: "Miaaatti- ®:td4: County rout Control Approval ", or as speciQicaally stated iat the specific conditions of this Acceptant. 3. Renewals of Acceptance will not be considered if. a. There in% been a change in the South Florida Budding Code affecting Hlae evaluation of this product land the product is not in compliance with the code changes. b, The product is no lounger dee same product (id4:at ierd) as the ono originally approved. c. ET lace Acceptance holder ha not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepatred, si[ oted wad scaled the required docunat:nmrien ar ¢ially submitted, is no longer practicing the engineering profession. Any revision or change in ahte amanderiZIS, use, and/or manufacture of the product or process shall automatically he cause .tor e4:Fauoin;ation or this Acceptarice, unless prior written approval has been requested (t9auough the filing of at revision alpppliention with appropriate fee) and grained by t!tis efface. a Any of the following shall :also be grounds ror removal of this Acceptance: t Unsatisfactory perfoirnaatee of this product QT process. b. Misuse of this .Acceptance afls an endorsement of any product, for sales, adva:atising or any other purposes C Titc 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 cpf epee; Notice; of Acceptance is displayed, dim it shall bc done in its t:ntia'ctt•, 7. A ropy of this Acceptance aas yecll as approved drawings and oiler documents. where it applies, shall be provided to the fuser by the manufacturer or its distributors and shall bc available for inspection at the jab site at all time. The engineer need not reseal the copies. raihtare to comply with any section of this Acceptance shall be cause for termination and removal al of Acceptance. 9 This Notice of Acceptance consists of pages l through 8. ENO OF TH6S ACCEPTANCE, Prank Zult a ga, RAC l'rodluet Control Examiner 1 Copyright 1965 Date June 1, 1965 VikinK Connectors, Inc. D'11L.L Hip #1 3T -10 HIP JACK FRAMING 7' -0" SETBACK 2x4 Z 2x6 TOP CHORDS Attach End Jack to Hip #1 i with (3) 16d nails at top & (2) 16d nails @ bottom Top View 17 TOP CHORD HIP JACK ATTACHMENTS 17 7' —O" END JACK Hip Jack HIP #1 (members as required) 5' -0" Corner Jack 7' 0" End Jack @ 2' -0" o.c. 3' -0" Corner Jack 1' -0" Corner Jack 3 -6.3 for 1.5 x 3 -5.4 for 2.0 3 -4.5 for 2.5 & over x 3 -8.1 for 2.5 & over 2X4 or 2X3 #1 materiel 1 3 -9.0 for 2.0 13 —9.9 for 1.5 HIP JACK Bevel edges & attach to ip truss with 3 "X8" nailplate at top & (3) 16d nails in bottom chord (see detail below for top chord attachment) X6 Ledger 3 °X8" Nail plate End Jack (Top Chord attached with (3) 16d toe nails) �l3 -5.4 for 2 . & over 3 -6.3 for 2.0 3 -5.4 10 HIP #1 Hip Jack —7.2 for 1.5 2X6 Ledger beveled an top & attached to Hip truss with (4) 16d nails at each truss member in contact with ledger & 1/2" dia. bolts @ panel points. (by builder). Toe nail to plate with (3) 16d nails. Side View (Endjeck & ledger not shown) /� Toe nail to 4 plate with (3) 16d nails 2X6 Ledger Bevel edges & toe nail to — plate & to Hip Jack with (2) 16d nails Bevel edges & attach to Hip Jack NOTE: \ with (2) 16d nails top & bottom. 2fter is structurally adequate for all end Jacks, however larger Toe nail to plate sizes ere generally used to match top \\ with (2) 16d nails. chord size of standard truss.. If 2X6 or greater, use #1 So. Pine, Const. Fir or Const. Hemlock. If necessary, bend plate over top of Hip Jack. Bend line t 3 "X8" nail plate at 45 .I 1 -1 /: bend. Attach with 12 nails (6 each side of bend) & 2 nails at bend. A 3' -0" CORNER JACK Bevel edges & attach to Hip Jeck with (2) 16d nails top & bottom. 5' -0" CORNER JACK 3-5.4 LUMBER 2'-0" 2' -0" 2' -0" 1' -0" 1' -0" Corner Jeck 8d nail Toe nail to plate with (2) 16d nails. All lumber shall be 2X4 #1 Southern Pine, 1500f Industrial Fir or 1500f Industrial Hemlock except where shown. TYPICAL TIE DOW% 1/8" X 1" Anchor strap bent over top chord iby builder) Pg. 69 style D JAC (set) pitch A ny span 7 pof 55 (2X4 &) (2X6 T.C.) 0 )=3 z I � I�- v Symmetrical about centerline. On request, any public building authority will be sent a copy of this design bearing an impression seal. <12, 3 -9.0 BUTT JOINT 9 - 9.9 & (2)4 -8.1's 61 '25 1' -0" Maximum The VIB103 Trust] Fabricator moat furn:uh u copy of this d:nlgn to both the builder and troop erector. DESIGN STANDARDS: Thin drawing ban been prepared to meet applicable provlaiono of the "Notional Design oprcificatlon for Strenc -Grode Lumber and Ito Footeninga" by National Lumber Manufacturer. Arooctntion; and "Denlgr Specification° for Light Metal Plate Connected Wood Trusses" by Truro Plate Inotituto. VIKING Connector Platen are 20 gauge galvanized steel and applied to both facer ..f each truuo at each joint. r MBkR of the name ojecien with equal or greater °trees values may be substituted. YABRIC:.TTO1f: Lumber must be accurately cut and fitted together no that all oe,beru at each Joint are in snug cootaCtTEg the joints. Plato centerlines shall co:nclde with Joint centerlines or ohall be located by circles unleuo otherwise dloenr toned. OVERALL SPAN, . are based on nominal 4" bearing widths and may be increased by an much an 4" at each wider bear ng in using nominal I -" bearing widths, permitting a maximum overall open increase of 0 ". LATERAL BRACING: Th i:. tru::c u o n been designed onouming the top chord to latoxally braced of .ntervale not exceeding i' - ,1" o.c. VIKING CeNliEC:OBa, INC., beoru no reeponalbllity for the orectlon of truoaeo in accordance with this design. Persons using such truesea are cautioned to soot[ profenoionel advice in regard to safety precautions during erection, proper handllpg, temporary bracing and permanent bracing which nay be required in specific applications. NOTE: 1962 N.D.S. edition. NOTE: Web members shall be 2X4 - #1 Southern Pine, 1500f Industrial Fir or 1500f Industrial Hemlock. 3' -0" -2X4 ( #1 material) 3 -9.0 1/8" \12■ Equal spaces CAMBER TOP AND BCTTOM CHORDS 1/2" AT CEPTER 7 -6.3 1500f Ind. Doug. Fir Standard Fir 2x6 2x6 Top Chord Btm.Chor• #1 Dense So. fine #1 B.D. So. Fine Sel. Str. Fir Sel. Str. Hemlock #1 Southern line Construction Fir Const. Hemlock 24 22' - 10" 22'_0" 24'-4" 24'-4" 24'-4" L U M B E R Max. Overall Spens I, U M B E R Sax. Overall Sans NOTE: Hemlock to be W.C. Hemlock Symmetrical about centerline. Special cut on lumber 11,900 #T 9 650#T 23' - 8" Clear s.an d Equal areas ALTERNATE HEEL 7' -0" Setback 9650 #C 1435 N.E. 13th Avenue Fort Lauderdale, Florida, 3330 2xE 2x6 Chord Btm.Ct.ord /-2300#C 1200# ' 1410# 12 (2 4 -8.1's 25 600 #T b 9850* FORCE DIAGRAM 2X4 Heel height 2.5 810# b a --It 2" DESIGN LOADING Roof 45 psf Ceiling 10 psf Total 55 psf 33 -1/3% unit a stress increase R =2820# — - 8.1 equally spaced between top and bottom edges of heel. 2X4 inimum heel height f fie Phone AC -305 lip 566 -5471 fi1e# D- 71-1I - 2.5 - 23 - 55 Da-7 : Dec 27 /96 LcaJ, ns Bend i1lq Panel 2 °c = 7l Q,I -(y1I) _ 6 -8 "x YZ � y 41 (y, Ill( 5 5 ?sc.) _ X38 P/' Top C'hor =(4 /5Sj(38: ' /95 Pl1 8o7 ('Xiovc✓ g . 1 3 P /I" 2x(o '‘`/ So Ripe NA= (w)(Q' (r 1. 9 = 095)(5r (0'190 1h -163 P = /410,1 torte. = 9(050 x� L C P M 0)0 60c) ¢ (z )(f6) ( Mc.) C,60C ¢ C• 37 / / 9650 ' U 9 G 0 �., _ ( a . 9 3 ) (/ 3 5 4. (F./590600 ) 00.3 3) C.97/ 63 Kota 2.57• 1 3.22• 7.07• 9.00• 3 -4.5 11.6 94 Plata 4 -3.6 Plato 5-4.5 5-5.4 b 26 "3 07 Kota 7 -4.5 99 Plata 11.6 31.8 9 -7.2 64.8 3 -5.4 13.9 7 -5.4 KULTISPIKE SIZES 4 -4.5 38.2 9 -9.9 3-6.3 116.2 28 89.1 18.5 4 -5.4 3 -7.2 17.4 5-6.3 5-7.2 32.4 7 -6.3 7 -9.9 70.0 9 -12.6 44.5 20.3 113.4 3 -8.1 3 -9.0 23.1 4 -6.3 4 -8.1 26.1 5-8.1 5-9.0 40.5 7 -15.3 20.8 36.4 108.1 9 -16.2 145.8 3 -9.9 25.4 5 -9.9 4 -9.9 44.5 VINING CONNECTORS, INC. 3 -10.8 31.9 7.2• 27.8 5-12.6 56.7 1.29" 1.29" 7.07" to 72 -32 (horlr. atapo aro "ET vorticel atopo ore 1.93° ercopt whom ahoOn). 5T -21 (horlr. otopo aro 13.9" and vortical atop; oro 1.285" oxcapt who. choon). 4 -12.6 3 -12.6 32.4 40.5 5-14.4 64.8 3 -14.4 37.0 4 -14.4 46.4 5-18.0 81.0 r- 0 9° 2.57• I I1 9.2 L l 11.285" 32_10 ���111 3.6 I I 0.9" [1.6 L 11.285° 1.285" 5.4^ A 32 -12 1.8" 5.4" 1 1.8" Z -5 Prae =4.61n t64 V K.D. So. Pine Sel. Str. Fir Sel. Str. Hemlock 1 OOf Ind. Hemlock 29' -4" 29' - 0" 28' -0" 2x4 Btm.Chord 29'- 29'-4" 29'-4" #2 Southern Pine 1200f Ind. Doug. Fir 1200f Ind. Hemlock The VIKING Truro Fabricator euot furnish 0 copy of this deign to both the builder and true° erector. RESIGI1 STANDARDS: Thin drawing hoc been prepared to coot applicable provioiono of the "Notional Deulip Bpeciftcatlon tor Streoc -Grode Lumber and Ito Faoteoiogo" by National Lumber Manufacturer, Arnoclation; and "Dantgr Specifications for Light Metal Flote Connected Wood Truccor," by Truss Flate Inotitute. VIKING Connector Ploteo are 20 gauge galvanized oteel and applied to both fncen of each truce at each Joint. LITI&F11 of the name nlecieo with equal or greater ntreot valueu nay be oubetltutod. FABRICATION: Lumber must be accurately cut and fitted together co that all members at each Joint are n onug contactFfg the Jolnto. Plate centerline" "hall coincide with Joint centerlines or "hall be located by circles unless otherwiae OVERALL SPANS are booed on nominal 4" bearing widths and may be increased by ao nucb no 4" of each wider bearing when using nominal 6" bearing widths, permitting o maximum overall open increase of 6 ". LATERAL BRACI]3: This trues hno been deolgned aoauming the top chord to laterally braced at intervals not exceed.nr 3' -0" o.c. VIKING CONNECTOR:, INC., bears no rosponaibility for the erection of truaaen in accordance with thin deolgn. Pornono using much truaoeo are cautioned to cook professional advice in regard to safety precautions during erection, proper handling, temporary bracing and permanent bracing which may be required in apeciflc applicatiOUO 1962 N.D.S. edition, MOTE: All web members shall be 2X4 #1 Southern Pine, 1500f Industrial Fir or 1500f Industrial Hemlock. NOTE: Maximum of one (1) Butt Joint "A" or two (2) Butt Joints "B" permitted in bottom chord. Symmetrical 1 about ((� centerline. 3 -5.4 2 %4 lock (Bottom chord lumber) 2'_0" Max. BUTT JOINT A (2) 3 - & (1) 5 -8.1 1/8" VIKING CON 1 -5/16" ALTERNATE JOINT B 3 -9. BUTT JOINT B 5 -9.0 ECTORS L U r' B E R ?lax. Overall S tos #1 Dense So. Pine #1 _t_l_t_Equal gpaces 5-6.3 Block (optional) #1 Southern Pine 1500f Ind. Doug. Fir NOTE: Hemlock to be Symmetrical about centerline 12 e 610# d 515# 5100 #C 4 6000#T 2.5 CAMBER TOP & BOTTOM CHORDS 1/2" AT CENTER 2x4 Top Chord N.C. Hemlock. f 2.5 9' - 0" 1435 N.E. 13th Avenue Fort Lauderdale, Florida, 333 28' -8" Clear span LUMBER ax. Overall Spans #2 K.D. So. Pine 550#T c 485# 5200 6260#T b Q 3-4.5 N ro FORCE DIAGRAM IN DESIGN LOADING Roof 45 psf Ceiling 10 psf 270# Total j psf 4 33 -1/3% unit a stress increase 3 -12.6 ?x4 2x4 Top Chord Btm.Chord R • f d c R =1575# b a Equal areas Fhone AC -305 566 -5471 lc; /� D- NI9 °2.S- 28 -•55 Ram el cif - 3 ZX y a So. PS (n om M vJ 12-/. 9 (90)(12)(5.52) 9 = 3460 2n- /65 CS I (4)(AZ)O»c.) (rb)o.,c.j 5J 1'C 36 Q to -/ (s,g9)(,3 O)Ci.33) ?.�c)(>5oo) (I. 3) 0•y8Z O, S/2 0.99 Li 83 Plato 2.57° d 3.22° 7.07• 9.00• 11.6 04 Plete 4 -3.6 P ete 6.50° 11.6 07 Pieta 7-4.5 09 Plat. 31.8 64.8 113.9 MOLTISPIME SIZES 3 -4.5 3 -5.4 3-6.3 3-7.2 18.5 6 -4.5 4-5.4 17.6 5-4.5 5_5.4 5-6.3 5-7.2 32.4 7 -5.4 7-6.3 7 -9.9 70.0 9-7.2 9-9.9 9 -12.6 14.5 26.3 38.2 16.2 28,6 89.1 46.5 20.3 113.4 3-8.1 3-9.0 23.1 4 -6.3 6 -0.1 26.1 5-8.1 5-9.0 60.5 7 -15.3 20.8 36.4 108.1 9 -16.2 149.8 3 -9.9 25.6 5-9.9 4 -9.9 64.5 VIKING COI:NECTORS, INC. 3-10.8 31.9 27.8 5-12.6 55.7 1.29" t I � 1.29° 1.8 °o- 7T-38- (hertz. Otmpo Pro cnc varticol °tops era 1.93° except there chpnn). 7.07• .6 1.0" 3T - (hortz. °taps pro end vertteml etcpm ere 1.206" exempt uhora choen). 4 -12.6 3 -12.6 32.4 40.5 5-14.4 64.8 3 -14.4 37.0 4 -14.4 46.4 5-18 81.0 2.7° I I 0 9• 2.57 - - - � 9.2 I j 1.285. 4.5° JT -10 3.6" I [- (1.9" 111.6 H I 1.285• 1.285" I 5.4 I L II 1.8" 5.4• I 1.8• 6r.. T61n2 L U M B E R 2x4 Max. Overall Spurs Top Chord #1 Dense So. Pine /{1 K.D. So. Pine Sel. Str. Fir Sel. Str. Hemlock #1 Southern Pine 25' -S" a 25' -8" 1500f Ind. Doug. Fir 25' -O" 25' -8" 1500f Ind. Hemlock 2 ' - 2 ' - 2x4 Btm.Chord L U M B E R Max. Overall Spans #2 K.D. So. Pine #2 Southern Pine 12004 Ind. Doug. Fir 1200f Ind. Hemlock The VIEING Trues Pnbr:cator must f oieh a copy of this design to both the builder and truss erector. DESIGN STANDARDS: Th.a drawing has been prepared to meet applicable provisions of the "National Design b ;reification for Stress -Grade lumber and Its Fastenings" by National Lumber aanufacturerr Arooclation• and a al gr £peciftcatione for Light Metal Plate Connected Wood Trusses" by Truce Plate iootitute. V:K:NG Connector Pis +en are 20 gauge galvanized ateei and applied to both face. of each trues at each 'o1ut. - '..11ER of Ins rame niecieo with equal or greater stress value may be substituted. PARRICATILii Lumber must be accurately cut and fitted together no that all member° at each joint are 3n oaug contncr the joints. Plate centerlines shall coincide with point centerlines or shall be located by circles unless otherwise - lTo nrioned. OVERALL SPAN; are based on nominal 4" bearing widths and may be increased by 00 much 00 4" at each wider be aring vaen using nom:nal 8" bearing widths, permitting a maximum overall °pan Increase of 8 ". LATERAL BRACING: Thin truss has been designed assuming the top chord So laterally braced of intervals not excreoing 3' -0" o.c. VIKING CONNECTORS, INC., bear° no reaponalbllity for the erection of trusses in accordance with this design. Persona using such trusses are cautioned to seek profesolonol advice in regard to safety precautions during erection, proper handling, temporary bracirg and permanent bracing which may be required in specific applications. NOTE: 1962 N.D.S. edition. NOTE: All webs shall be 2X3 or 2X4 #1 Southern Pine, 1500f Industrial Fir, or 1500f Industrial Hemlock. NOTE: Only one Butt Joint A or B permitted in bottom chord. 2 -1/4" 1- 5/16 "_ ,te r 5 -6.3 2.5 r BUTT BUTT JOINT A 5 -8.1 40 1/8" for #5 plats 2" Camber 1/2" at cente On request, any public building authority will be sent a copy of this design bearing an impression seal. 5 -6.3 to 25' - 4 - 6.3 to 23' -8" 4 -5.4 to 21'-4" 3 -6.3 to 18' - a b R =1375# 1 c V m 12 FORCE DIAGRAM NOTE: Hemlock to be 3-4•5 JOINT B ` Block for #5 plate 1435 N.E. 13th Avenue Fort Lauderdalo, Florida, 3330 3 -9.0 to 25' -8" 3 -8.1 to 23' -0" 3 -7.2 to 20' -8" v m {tv v � M PD ° ei 2x4 Btm.Chord Phone AC -305 566-5471 ' Copyright 1965 Date Feb. 1, 1965 Viking Connectors, Inc. Dwq cut fray 2x6 or as roqulred Valley Member A 4' ni l 3 -4.5 8' Valley trusses run perpendicular (in the opposite direction) to the supporting trusses underneath and should be nailed or fastened to each truss top chord they intersect with -4� 5 (1) 16d nail to laterally brace the top chords of these trusses when the Valley Member C 12' J trusses do not have sheathing on them. Volley Member 8 5 -4.5 5-5.4 Valley Member 0 3- 5.4 M Valley 5 -6.3 5 -6.3 ' M Trues top chords 2' -0" o.c. Member E 20' , plate to be used in splicing either tap or bottom chords. 2x4 on edge. Lateral brace of center vertical member vertical member to double the thickneso when vortical exceeds 6' -0 ". PliG61 DniM o EUARS Equal — tt' 5 -6.3 spaces 3 -5.4 Z -5 or 3 -2.7 EQUAL ]t ,IV DEVn0113 A thru E are typical valloy trusses as shown on sheet #10 The largest valley trues is shown to be a guide for 3 -4.5 valley trusses larger than the 20' Valley Member "E ". 16' 3 -4.5 12 SPACES 3 -4.5 Length as Required TYPICAL LARGER VALLEY This Piggy -Back Detail is taken from page #10 on top of Hip #1. Piggy -Backs are the same in structural construction es Valleys except for shape, and the bottom edge of the bottom chord is not beveled. Placement in the building is in the opposite direction to Valleys, (Placement is parallel to and on top of the supporting trusses). See IMPORTANT NOTE at the right. Plate and lumber data that applies to Valleys above also applies to Piggy -Backs of the same size. Varies to match roof pitch Valley et I 1 6' -0" OPTIONS 1 g 2 SECTION M -M Lumber - Minimum allowable unit atreooea. c - 560 psi Compreoeion parallel to gruin f - 750 poi Extreme fiber in bending t - 750 psi Tension parallel to grain E - 1,540,000 Modulus of Elasticity Top Chord shall be 2x4 minimum Bottom Chord and Webs shall be 2x3 minimum Webs shall be 2x3 minimum Plates - Viking Connector Plates ere 20 gouge gelvenized steel and applied to both faces of each truss et each joint. Minimum of one 16d nail into each truss top chord. PIGGY BACKS OPTION Sheathing Truss or Hip 3 Rip 2x6 to make two pieces for bottom chords. Sew cut to match truss pitch. height 3 -6.3 height 2 IMPORTANT NOTE I Piggy Bock units are set directly above and parallel to the supporting trusses under- neath and therefore do not laterally brace the trues top chords. To be sure that the supporting trusses function as designed one of the following methods of bracing the top chord must ba used. Continuous lateral bracing. OPTION #1 - Extend and attach ell sheathing before applying Piggy Back units. OPTION #2 - Extend and attach a portion of the sheathing so there Is 3' -0" or less between rows of sheathing. OPTION #3 - Provide continuous lateral bracing (1)(4) to the bottom edge of the truss top chord so there is 3' -0" or less between rows of lateral bracing. Attach with (2) 8d nails to each truss. c otylo Jw W. M tr, 0 9 0 a • W W a a [ d N\ VO .-1 1 V W 0 u 44 'r' hl .7 0 C = L J I The VIKII.G Truce Fabricator cunt furnioh a copy of this design to both the builder and truoo erector. DESIGN STANDARDS: Thin drawing hap been prepared to meet applicable provialons of the "Notional Denim Specification for Strcao -Grade Lumbar and Ito Paoteninga" by Notional Lumber Manufacturers Acoociotio¢; and "Deoigr Specifications for Light Metal Plate Connected Wood Trussed" by Trues Plate Institute. VIKING Connector Platen are 20 gauge galvanised oteel and applied to both face" of each truon at each Joint. IitmEN of the name op.ecioo with equal or greater strew, valued may be subotituted. FABRICATION: lumber nowt be accuxotoly cut and fitted together no that all member" nt each Joint are ¢ nnug contact t g the jointo. Pinto centexlinrr shah coincide with Joint centerlines or ohall be located by circles unless otherwise aatTncioned. OVERALL SPAIL are bused or. ow innl 4" bearing widths; and may be 'ncrcaaed by or much or 4" at each wider bearing when using non.nal r" beurirg widths, permitting o maximum ovo,oll span incr000e of P ". LATERAL BRACING: This tru,s has been deuig¢od aoouming the top chord is latexolly braced at intervalo not exceeding 3. -O" o.c. VIKING CONVECTOR : ;, INC., booro no roaponolb111ty for the erection of trvaaeo in accordance with Chia design. Poroono using ouch truosoo are cautioned to cook profeooionol advice in regard to oofety precaution" during erection, proper handling, temporary bracing and permanent bracing which any be required in specific applicationo. NOTE: 1962 N.D.S. edition. NOTE: All web members shall be 2X6 - #1 Southern Pine, Construction Fir, or Construction Hemlock. NOTE: If a double unit is used, attach together with 12d nails @ 12" o.c. and 1/2" dia. bolts at panel points through all members of each unit. If a triple unit is used, attach with 16d nails @ 16 "o.c. and 1/2" dia. bolts at panel points through all members of each unit. Symmetrical about centerline. It On request, any public building authority will be sent a copy of this design bearing an impression seal. 9 -7.2 5 -8.1 0 0 400x0 0 ' s I tp£D ErtG Camber bottom chord to match adjacent trusses. 15' -1" to 19' -0" for 3/12 VIKING CINNE 2%8 12 0 0- 0 H 2.5 & 3 14' -1" to 18' -0" TORS Over 14' -1" to 18' -0" ( -9 9.9's for 2.5/12 GIRDER LUMBER #1 Southern Pine Construction Fir Construction Hemlock 1 -1/2" One member girder. Supported trusses NOTE: See chart above for limitations. 3 - 1435 N.E. 13th Avenue Fort Lauderdale, Florida, 3330 Maximum Spans of Supported Trusses 1 2 Member Members 17 . -0" 34' -0" 17' -0" 34' -0" It 1 C 2X4 Minimum heel height 3 Members 51'_0" 51 ° -0" 44 50#T Roof 45 psf b Ceiling 10 psf 2225# Total 55 psf 1 0,900 #0 10,680#T 4450# 17'-4" Clear span 2 FORCE DIAGRAM Maximum Spans of Supported Trusses ba O 2.5 DESIGN LOADING 12 33 -1/3% unit stress increase R c b R =4450# a Phone AC -305 5 -5471 ' o r id s4 -1- le # D- G(ht)- 2.5 - {7 -55 VIKING CONNECTORS, INC. 1435 N.E. 13th, Avenue Fort Lauderdale, Florida Panel C -/ 2x8 /So. Prle M= RIP/ 9 = (I/22)(5.0557 9 Axial -F = P _ /'280'T CS 1 = P (A)( ( /Z. / du.ne I, 1905 Trwsses = 17 =O - (y") = l6' - '/2 = S= y " =0 o=y " @ SS / 2,-1 Top Chord = 90 jflF 8oHorrr, Chord = 1/22 p /f - t- ,‘","3 50 ir, -165 0. ¢- O. L / 7 / = 0.909 M (Z) ( 7 /y , 350 (%s. 3)(/.5 03) 113 Plato 2.57• 3.22• 84 Plato 4 -3.6 Plate 4.50° 7.07• 9.00° 07 Plato 7 -4.5 09 Plato 3-4.5 3 -5.4 3-6.3 3 -7.2 3-8.1 11.6 11.6 31.8 64.8 13.9 MULTISPIME SIZES 4 -4.5 4 -5.4 4 -6.3 14.5 5-4.5 5-5.4 5-6.3 5-7.2 5-8.1 24.3 7 -5.4 7 -6.3 7 -9.9 7 -15.3 38.2 16.2 118.4 89.1 17.4 44.5 18.5 32.4 70.0 9-7.2 9 -9.9 9 -12.6 9 -16.2 113.4 20.8 20.3 36.4 3 -9.0 23.3 1 26.1 5-9.0 4 -8.1 40.5 108.1 145.8 3 -9.9 25.4 5-9.9 44.5 i 4 -9.9 VIKING CONNECTORS, INC. 3 -10.8 r:7.8 31.9 7.2" 5-12.6 56.7 1.29" i 1 7.07• 1.29• 77-32 (horiz. ste, ar 0.9" end vorti p cal etepo e are 1.93" except where shown). k 7.2 " .643" 4. 5, r .643 " -.,� 1.8 5T -21 (horiz. step, ero U7 vortical steps ero 1.286" ,xcopt where shown). 4 -12.6 3 -12.6 32.4 40.5 5-14.4 64.8 3 -14.4 37.0 4 -14.4 46.4 5-18.0 81.0 2.7" I 0 9" 2.57• I L ` 9.2 I 1.285" 4.5" 3T3T =10 I 3.6"1 4 0.9" j1" 1.6 LI 1.285" 111 1.285" I I 5.4" "'""" 3T 3T =12 } 1.8" 5.4" 1.8" Z -5 Area�61n _''Ff°'64" DESIGN FOR 11 ° -0" SETBACK 2,5/12 HIP OF 32° -8 SPAN, SPACED 2' -0 0.C. DESIGN LOADING Live and dead load on roof - 45 psf Dead load on ceiling - 10 psf Total 55 psf 33 -1 /3% allowable unit stress increase. CAMBER BOTTOM CHORD 1/2 AT CENTER a b 3 -6.3 5 -6a3 1X4 Con Symmet about centerline Alternate splice 7 -9.9 Block 32 ° -8" 3 later 11 V1KING corm rolls The VIKING Truss Fabricator must furnish o copy of 01,, design to both the builder and truss erector. DESIOI. STANDARDS: This drawing hoe been prepared to meet applicable provision-, of the 1962 edition of the "'.uticnul Design Specification for Stress - -Grade Lumber and Its Fostoninge" by Notional Lumber Manufacturers Anoociation; anr! "Design Specifications for Light Metal Plate Connected Wood Truones" by Truss Plato Inotltute. VIKING Connector Platen ore 20 gauge galvanized steel and applied to bath feces of each truss at each joint. LUMBER of the oomo species I. ith equal or greeter stress value° may be substituted. FABRICATION: Lumber munt be accurately cut and fitted together no that ell members at each joint are in snug contuct along the joints. Plate ineo shell coincide with joint centerlines or shell he located by circles "0" unleon otherwise dimensioned. Uhen unit connistn of more than one trues, fabricate each truao nrp- erotoly. No11 2 truss units together with 12d nails at 12" o.c., 1 truan units together 16d nano at 16" o.c., bolt 4 or more unite to- gether with 1/2" die. bolto at J' -0" a.c. in addition to 20d nulls ot 16" o.c. unleon otherwlne specified. OVERALL SPANS are booed on nasinol 4" boozing widths and may br increased by ae much as 4" at each wider bearing when using nominal B. bearing widtho, permitting o [MAIM c overall upon increooe of B ". LATERAL BRACING: This truss hoe been designed onnuming the top chord is laterally braced ot Inter - vale not oocooding 3 -0" o.c. VIKING CTINNECTOHS, INC., beoro no reeponsibllity for the erection of trusson in occordance with thin dooign Pereono uoing ouch trueees ore cautioned to pace prafensionol advice in regard to oafoty precautions during erection, proper handling, temporary bracing end permanent bracing which may be required in °pacific applications. Minimum Top Chord Minimum Webs - 2X4 #1 Southern Pines Bottom Chord - 2 bracing c 12 7 -9,,9 if spliced 3 -9a0 if not spliced (dotted) FORCE DIAGRAM 1 = 2,000# C51 of -/ 2x4/5 , P /ne 703 0 ¢ 90 (4 85 z x /2 _ 5.89X/, 33x/35o 3.56x/ /Goo .665 -f /WO 11i 1435 N. E. 13th. Ave. Ft. Lauderdale, Fla 33304 d 4 -12.6 -ow a f b R= c d 17 e cn: )- 0 7C 7 .i 10 I-. i tl 0 1/4 - 0 0 rP 0 y co 0 =30< E a Ph AC -305 Camber bottom chord in @ 1/3 points. Ph AC -305 566 -5471 Design for FINK Truss of 36'0" span, 2.5/12 pitch, spaced @` 21 -Ott o.c. Design Loading Top Chord = 45 psf Bot Chord = 10 psf Total = 55 psf @ 3300 allowable unit stress increase. 4 -405 1 -3/4" —Short Web a 7 -5.4 b • The VIKING Truss Fabricator must furnish a copy of this design to both the builder and truss erector. DESIGN STAI,DARDS: This drawing hoe been prepared to meet applicable provisions of the 1962 edition of the "National Design Specification fpr Stress -Grade Lumber and Its Fastenings" by National lumber Manufacturers Association; and "Design Specifications for Light Metal Plate Connected Wood Tvuooes° by Truss Plata Institute. VIKING Connector Plates are 20 gauge galvanized steel and applied to both feces of each truss at each point. LUMBER of the same species with equal or greeter stress values may be substituted. FABRICATION: Lumber must be accurately cut end fitted together eo thet'ell members at each point are in snug contact along the points. Plate centerlines shell coincide with point centerlines or shall be located by circles "0" unless otherwise dimensioned. When unit consists of more then one truss, fabricate each trues sep- arately. Neil 2 truss units together with Ild nails at 12" o.c., 3 truss units together 16d nails at 16" o.c., bolt 4 or more units to- gether with 1 /2" dia. bolts at 3' -0° o.c. in addition to 20d nails at 16" o.c. unless otherwise specified. OVERALL SPANS ere based an nominal 4• bearing widths and may be increased by es much as 4" at each wider bearing when using nominal B" bearing widths, permitting a maximum overall open increase of B°. LATERAL BRACING: This truss has been designed assuming the top chord 1s laterally braced et inter - vale not exceeding 3' -0° o.c. VIKING CONNECTORS, INC., bears no responsibility for the erection of trussed In accordance with thia design. Pereone uoing such truaseo ore cautioned to Beek professional advice in regard to safety precautions during erection, proper handling, temporary bracing end permanent bracing which may be required in specific applications. Minimum Lumbers Top Chord - 2x6 #2 Webs - 2x3 or Bottom Chord - 2x4 #2 G5I (a I) axe # t s,P 80 c- + 10(6327)1x Z /,3 3,' E3.9 3,c 135° /O x /, 33x8°/9 X /(nbo Y23 - t - .h/Z3= .846 1 /,33x 5,89x /'°O 3 -3.6 or 7 -4.5 if spliced 1fl,/(� , � 1435 N. E. 13th. Ave. �I V ULIJt U \ Ft. Lauderdale, Fla., 33304 So.Pine to 2x4 #2 So. So.Pine to (° -! ax - j S.f' 32'0 "; #1 So.Pine to 36'0" Pine 30'0 "; #1 So.Pine to 36'0" FORCE DIAG' 1" = 2000# 6.6,60w7 4 ( / / . 7 L ; ) 1 - , - / / x /' 3 3 x 3" S(x / COO - ./ 53O +.3 .y .9 c 12 2.5 vI • vT _ a e f b c -d. 0 I N : H d 0 d. cn 1 o n L0 N• In n J- o cr m n — � %.1) o a` v p o-, n The VIKING' Truss Pabricntor �uot furnish a copy of this design to both the builder and twee erector. - DESIGN STAI:DARDS. This drawing has been prepared to meet applicable provioions of the "National Deoign LUMBER M B E R Max. Overall Sans 2x6 To. Chord 2x4 LUMBER M B E R Btm.Chord Max. Overall S ans 2x6 Top Chord 2 Btn rd pee o° on or Streoo -Grade Lumber and Its Fastenings" by National Lumber Manufacturers Association; and "Dent r Specification" for Light Metal Plate Connected Wood Trueses" by Truss Plate Institute. VIKING Connector Platen are 20 gauge galvanised steel and applied to both faces of each truss at each #1 Dense So. Fine 1� r OOf Ind. Doug. Fir 3� o n I11B37R of the sane opecieo with equal or greater stress value° may be substituted. #1 B.D. So. Pine Sel. Str. Fir 1500f Ind. Hemlock t K.D. SO. Pine � 32 PABRICATIOH: Lumber muot be accurately cut and fitted together eo that all member° at each joint are n onuE contact the jolnto. Plato centerline° "hall coincide with joint centerlineo or "hall be � nried. OVERALL SPANS are based on nominal 4" bearing width" located by circlon unl000 otherwloeI on ikr and may be lncrooced by no much no 4" of each wider bearing when uu:ng nooirul b" bearing widthu, permitting a maximum ovezoll span Sncreaoe of H". LATERAL BRACING: This trui:n hao been deulgned Sel. Str. Hemlock - - � #2 Southern Pine ,. !mourning the top chord So latezally braced at intorvalo not exceediur 3' -0" o.c. VIKING CONNECTORS, INC., boars no rooponaibility for the erection of truomem In accordance with thin design. Portions using ouch truoson are cautioned to nook profeaoional advice in regard to safety precautions during erection, proper handling, temporary bracing and permanent bracing which may be roquired in opeciflc application!. NOTE: 1962 N.D.S. edition. #1 Southern Fine ESIMEMII Standard Fir 65 !et, Construction Fir 32' ' Standard Hemlock Coast. Hemlock 2 -4' � 1200f Ind. Doug. Fir �.. PE: Hemlock t b ,_R=..c.. 1200f Ind. Hemlock LUMBER NOTE: Hemlock to be W.C. Hemlock. A- #1 Southern Pine. DESIGN LOADING B- #1 Southern Pine, 1500f Industrial Fir, or 1500f Industrial Hemlock. 790# /-- 790#C 250 #T Roof 45 psf NOTE: Web members shall be 2 %4B. e / d 610# Ceiling 10 psf 7820#C 61 485# Total 5 psf b 5 270# 33 i Orrigill_.agar � � 730. stress incr a Symmetrical about centerline. 6000#T 7150#T L 1850#r f V--1150#C 32' -O" Clear span d R 30, 1965 A a -..* 2 1 l� f d 4 FORCE DIAGRAM c R .'1760# b Equal — a spaces CHORDS TOP &TOCENM CHORDS 1 /2 ' AT CENTER 3-4.5 3 -5.4 & 7 -6.3 —2714 #1 Southern Pine ONLY SE 2 %6 ` _ 2.5 r ' — Blocks _ 3-4.5 ? 2 %4A Equal 12 2.5 , areas 12 2 %4 lei BUTT 7-15 JOINT 3- 1 /8" Symmetrical about centerline, 3 -14.4 1 9' -O" Setback ' 9- 2.5 -32 -55 — i� ` CO ®'' ��' I� VIKO �i ®� 1435 N.E. 13th Avenue Fort Lauderdale, Florida, 33304)' MM w e � a ° Phone AC -3 5. -5471 FI LE NI- 2.5 -34.55 (H IP 0 PANEL b-2 P O ( Fc)(I N c) 0.884 2. 2 , t6 N ° I 5ouTHE Q m. we 02= 195% 25 x 12 5330 Aa4 It 11 P= Axt AL FoQCE a 23, 500* 2'3.500 # c (2) (8. 0.751 DATE: A PQt L 19, 19 ,C, M P1 NE (z ) ( fl (t alc) + 533o 11.1- Ibs (g)(8.11) (IGOO) (1.33) o.153 3.22' 1 • 9.00. /3 Plats 2.57• 06 Plats 6-3.6 67 Plata 7.07• /9 P1eta 3-6.5 111.6 1 5.6.5 9-5.4 7-6.5 31.8 9-7.2 66.8 3-5.6 113.9 1 7 -5.6 IULTIBPINE SI2E8 4-4.5 (16.5 I 38.2 9-9.9 3.4.3 116.2 1 5-6., 7-6.3 89.1 6-9.6 66.5 3-7.2 118.5 117.6 1 5-7.2 131.4 7-,.5 9-12.6 113.4 3-8.1 3-9.0 23.1 6-6.3 6-8.1 26.1 5-0.1 5-9.0 20.3 70.0 20.8 36.6 108.1 9-16.2 7 -15.3 60.5 165.0 3-9.9 125.4 5-9.9 .667" 6 -9.9 66.5 OIMING CONNECTORS, INC. 131.9 1.29" 1 . 8 "--.- -F- 7T-72 (hart:. steps 4s and vertical steps at 1.93• except Mere shown). 7.2• 3-10.8 27.8 5-12.6 56.7 1.29• 7.07• T .667. 6? 5• 1.8 n./...1 (hart:. steps ere m0 vertical steps era 1.286" except Hera shorn). 4-12.6 3-12.6 32.4 1 60.5 5-14.4 1 66.8 3-16.6 37.0 6 -16.6 2.7•-+ .1 1 • 0 9" 2.57: ' 6.5• 1.285" J 0.9• I FL; L l 1.285• I 5.6° 1.285. N 7 r-Li l.e• j 1.8° Are e 61n I '�1�66• • 33' -8" The VIKING Trues Fabricator cuct furnicb a copy of this design to both tho builder and trues erector. DESIGN STANDARDS: This drawing hsc been prepared to meet applicoblo provioicmo of the "National Design Specification for Stress -Grado Lumber and Its Paateoings by National Lumber Manufacturers Association; end "Design Specifications for Light Metal Plato Connected Wood Trusses" by Truss Plate Institute. VIKING Connector Platos oro 20 gg gelvanimod stool and applied to both faces of each trues et each 3o104. o e ..e*e epeciee with equal or greater etre,s values may be substituted. A4RICATI09: Lumber cult be accurately cut and fitted together so that all me_ber° et each joint are Tn snub contest—Frog the points. Plate centerlinoo shell coincide with point centerlines or shall be located by circled unl000 othoroieo Eeenoiomed. OVA:DALL &PADS are based on nominal 4° bearing widths and may be increased by es much ee 4" at each eider bearing when using nominal 8" bearing uldtbo, permitting a maximum overall span increase of 8 °. LATEOAL &RACING: Tbio truss hen been deaigned assuming the top chord is laterally braced at intervals not exceeding 3' -0" o.c. VIKING cos:ma es, INC., beard no reapoosibility for the erection of trueoeo In accordance with tile design. Person using ouch trusses are cautioned to Beek profeoeionol advice in regard to safety precautions during erection, proper handling, temporary bracing and permanent bracing which may be required in specific applications. 1962 N.D.S. edition, Hemlock to be W.C. Hemlock, Web Members ohall be 2 %441 Southern Pine, 1500 "f" Industrial Fir, or 1500 "f" Industrial V. Hemlock. NOTE: Unit shall consist of two (2) trusses. Each truss shall have VIKING CONNECTOR Plates on each face of each joint shown. Trusses ehall be fastened together with 12d nails at 12" o.e. k Bloc a 3 - 5.4 ALTERNATE JOINT BUTT JOINT I 7 - 9.9 BUTT JOINT 9 -16.2 —1/8" Symmetrical about centerline Blocks _1/8" • 3 -9.9 TWO EQUAI SPACES CAMBER TOP AND BOTTOM CHORD 1/2" AT CENTERLINE. VIKING CONNECTORS LUMBER Max. Overall Spann #1 Dense So. Pine #1 H.D. 80. Pine Sel. Str. Fir Sel. Str. Hemlock #1 Southern Pine Construction Fir Const. Hemlock ` 1230#C 12 / r b 1230# a j 2 %6 216 Top Chord Btm.Choll Max. Overall Spans Top Chord 34' - 8" 34' - 8" - 8" 21, Symmetrical � ( about !� L 2000#T centerline 2 %6 216 f 34' -0" Clear span 7 -9.9 3 -9.9 1435 T.E. 13th Avenue Fort Lauderdale, Florida, 333 v - 8" 0 _p" c 141 6 16 LUMBER 1500f Ind Doug. Fir 1500f Ind. Hemlock #j2 K.D. So. Pine #2 Southern Pine Standard Fir Standard Hemlock 1200f Ind Doug. Fir 1200f Ind Hemlock 15. 12 1800#T 2. 7 9 -0" Set back 795# 4- 8.4050# DESIGN LOADING Rcof 45 psf Ceiling 10 psf Total 55 pef 33 unit stress increase Equal areas Btm.Chor a b c d e � 1 Block _ 4-12.6 ►� �l+ ik r V Phone AC -305 566 -5471 Fl LEAD -7 NI- 2.5 -34 -55 (NIP 40 DATE : APQI L. 19, 196, PANEL b-2 (A) (F0)(iN c� 23.500 #c (2) (8 93) (150)(1.',3) 2 2K4, 4 I SOUTH E Rr.! PINE M °w Q x 12= I95x 25 x 12 533o !NI-Ib5 II II P= AxI AL FoQCE - 23, 500 ,k csI P M (Z)(F6)(ir►c) 533o Ni- lb5 (g) (8.1c)) (Ivoo) (1.3) 0.153 63 P1.t. 2.57• i 6.50 7.07• 9.00• h Plate 69 Plots 5-4.5 11.6 N Plat. 6 -3.6 7-6.5 9-7.2 66.0 3-5.6 113.9 1 3-5.► N.LTISPIKE 8I2E8 6-6.5 116.5 1 38.2 9-9.9 3-6.7 116.2 5-6.9 L. I 89.1 6-5.6 3-7.2 118.5 1 (17.6 I 3-7.2 39.6 7-5.4 7-4.5 7 -9.3 66.5 9-12.6 115.4 3-6.1 70.0 20.8 6-6.3 20.3 9 36.6 7 -15.7 3-9.0 29.1 6-0.1 26.1 5-9.0 40.5 108.1 9-16.2 145.6 3-9.9 25.4 3-9.9 4-9.9 66.5 VIKING CONNECTORS, INC. 7.2• 3-10.8 91.9 1 27.8 5-12.6 56.7 t 91.9 1.29• 7.07• 1.29' 7T_32 (holt:. @tap. are and vertical steps .re 1.99' except where shorn). . - I 1 1.8 5i-21 (hart:. steps are 07' and vertical steps are 1.286' except Jere shown). 6 -12.6 3-12.6 32.4 40.5 5-16.6 66.8 3-16.6 2.7. --F. ` r 2. 57. _ 37.0 4-14.4 0 9• X 1.285• 3.6° I 0.9' ses• 1.285• 1_5.4" _a 91-12 I T1 1.8. 5.6. I 1.8• RraM61n2 f '.111-64' Copyright :965 it Connectors L r 2 %4 ledger nailed to wall with (2) 16d nano 0 16" o.c. or bolted every 48" on canter (by bulldar) Wedge block 8d null Up to 12" PSEY T. C. . Top Chord O X v Shim to solid bearing at thin point Top Chords to be 2X4 or larger. 2X4 .ledger 1a to be treated where required. Tie down clips or Anchor etrope required where wind to above 20 paf or where upectftad in Building Coda. Sre Anchorage Details for further information Vorticol 1e optional Z -5'o or ' -2.7 Date Feb. 1, 1965 Ow Ai__ PG GC? J o � Uoe th!.o style "C" when "a" diaonolon le not larger than Qb" dimonoion Vertical la �► optional 12X4 ledger nailed Z -5's or llto wall with (2) 7 J -4.5 016d nails 8 16" o.c or bolted 48" on 1 center.(8y builder) •� 2X4 TC over 36" to 56" 2X6 TC over 42" to 56" St lea C cr D __(over 12° to 36" for 2X4 TIC.) ea app iceb1 (over 12" to 42' for 2 %6 TACO 2X4 ledger nailed to wall with (3)16d nailo 8 16" o.c. or bolted 24" on center. (By builder) Sub facie (by bulldor) Neer aide For atda (typ.) Sub feel] (by builder) Over 36° to 56" for 2X4 Top Chard Ovor 42" to 56' for 2X6 Top Chord 0P•7'li1°7 I "\ l'3 D • r� q2 � Liao thlo style "D" for all other eonditlone up to °pacified diotonces of 36° or 42° Z -5'a or 3 -2.7's optional Vorticnl io optional Sfi n DI r 3 -4.5 3-4.5 O 2 %4 ledger nailod to wall with (3) 16d Hallo 0 16' an center or bolted 24° on router. Z -5 or Vortical la 2.7 Ovor 56" to 72" 36" or 42' max. optional Bodo? L.5/12 P12¢5 Jadge to optional Z -5 ca required Drool* 24° to for Ovor 24" to 42" for Vertical is Z -5'a or 7 /optionol Over 55' to 72' Boer aide Far aide 3 -4.5 Cady? 3 -6.3 3 -4.5 (typ) Sub facia (by builder) 2X4 Tap chard 7XG Top chord 2X4 Sub -facia (by builder) 2X4 LEVEL SOFFIT OVER- HANG DETAILS Rpv. 5:10/67 M is .3 L