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ROOFIssue Date: 1/31/2007 Owner's Name: VANDRA WOOLFOLK Permit Type: Roof Work Classification: Roof - New Job Address: 1230 102 Street NE Miami Shores Village, FL Contractor(s) AB MARTIN ROOFING Phone 305 -836 -2851 Primary Contractor Yes Additional Information Type of Work: Re -Roof Classification: Residential Additional Info: 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, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $22.68 $7.56 $350.00 $9.00 $8.75 $397.99 Invoice Number RF - 1 - 07 - 27364 Total: Amt Due $397.99 �V c rn. Q ten Amt Paid Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 07/30/2007 Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF - - - 133 Phone: 1132050250020 Lot: PB: Total Square Feet: 4650 Total Valuation: $ 37,800.00 Required Inspections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. RE ROOF COLOR THRU TILE VANGUARD RELLED MARMALADE MAR 2 Passed Inspector Comments 0 3) 2 6 0 7 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until inspection Number: INSP -38028 ermit Number: R.,-.,2,F-1-07-133 Inspection Inspection Date: 03/26/2007 Inspector: Rodriguez, Jorge Owner: WOOLFOLK, VANDRA Job Address: 1230 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: AB MARTIN ROOFING Building Department Comments Friday, March 23, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132050250020 Lot: Phone: 305 -836 -2851 Page 1 of 2 BUILDING ELECTRICAL PLUMBING ROOFING Architect Contractor or Builder Legal Description Address of Building CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA 0 Lot PERMIT N? 2532 Owner of Building Bl Value of Project $ DAT1 f ti Contractor's License No. Work to be performed under this Permit Subdi- vision Amount of Permit $ / 195 _ This permit is granted to the contractor or builder named above to construc 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 o dinances 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. . "'. - 1 - """'"""'� I Signed ... BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this, permit I assume* responsibility for all wo done by either, myself, my agent, servant or employee. BY AUTHORITY Test Location Uplift Pull Test Result Test Location Uplift Pull Test Result Test Location Uplift Pull Test Result Test Location Uplift Pull Test Result 1 PA S 3 26 t' 51 A9SS 76 2 27 52 77 3 28 53 78 54 ::.!.!:!:! ;- :!.,. 79 -rte:- - = 1 _ .%::1 ± ' ±---.. ; ._ 55-!. - 80 s ' 7H .1 =;;., `�a41 FFi...tN.:. Ain 02 L.....J i. ! -: !'tk:: 57 r'.. _ t: 82 a5i' ar ...� r '¢:�ft::L ,,:: at fit,: at:rk33 2:41_1. 5051. ..;- :::.: !;; -! ! 83 4 i :ka 1:: ��_!:��: €: €:::!:! �I:c;: 34 � ,>i : ( 59:�;!:i: ,:;: i 84- ; a:� t�: -�_.,, ��_(y,: .,:1 :tiii:,:- �;;::: , 35 1;- X -... _ , i:. t:!. ,j.• -.r. 85: IRE a.!:1 'illililliFfi.36 :. !' 86 : ...:.'i ;.; F i.:,:r.:cn: i :72. a:.: ::.a;.; 91,1., 4.. !.,. :, -::37 ��_ >_ : i _ 62 !.�;;,. i !: : . .a a;. : :.!. . x.87 � :�, ! E:3:! i r :::a: ;.: - 38 ?f:i r.F _4r :c `..: *3 ; : j. 63 [I- ii- li 1.11, :r.,. r .8= r' 8 [ :::V iii :!: !. :!._..�.,�. 1:9 ,. 39 <.. L;;_ - -,� �.. ... ,,:::[,._.- L ai:!;: ' a . _ :F! :!.tr raE : : : is !'; 1: .1 W. " "!a:!�,' r'..,. J::— '.'Fti�1' : :el'_i +_ :!' :.:Ft t' 16 41 !`! g' ,. 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 Y 50 V 75 100 7 DuQuesne & Associates, Inc. V ( 11 Approximate Roof Height: feet Required Testing Force: 35 lbs ± 5 lbs. Consulting Engineers Testing Laboratory ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH FLORIDA BUILDING CODE PROTOCOL TAS -106 SITE SPECIFIC INFORMATION Testing Equipment: SHIMPO FGE - 500HX TEST RESULTS Environmental / Structural / Civil / Forensic Building Inspection Services Owner's Name: 1// w o2 fel't Permit #: —07— / 33 Job Address: I ca 30 /V - /0.P. � 5 7 ' — Roofing Contractor : A. �°J► ��/ � / /. /V Rod G / /JE Approximate Square Footage of Roof: W.,1 Z ft Type of Tile: IRA 6 I t i 8 411 b i Date Installed : O 3/.141/47 Date Tested: O. ?/2 A/ IN, ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS -I06, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST THIS REPORT S1JBMITTED BY: This TAS -I06 has been performed in accordance with the requirements of Miami -Dade County, with no deviations. This form is not valid unless Company initials appear in color Jorge Du Quesne, P.E. Civil Engineer PE # 24513 DuQuesne & Associates, Inc. CA #0005245 Lab Certification # 06- 0320.21 7815 Coral Way, Suite #109 Miami, Florida 33155 Tel (305) 264 -1425 / Fax (305) 264 -1426 / E -Mail JDuquesne@AOL.com AOL.com UTR# — 2007 —104 KETCH OF ROOF ,oB 1 c- 3 O / v . E . l d 2 sr. , M/ t tit / SHEET N0. 2■ OE Z r7 CALCULATED BY 7E DATE 3 -2 O CHECKED BY DATE SCALE c =_� �� Imp �� i � �� 1111111611111 111119151111111 I= UM MIUMEINIMME mew? mi mmummommisummommagmoummummilm IMMEMBINIMEMMOMMIWOMMINIMINIMEME MEMOMMUMMEMMOROMMUNIMIMMEMMEM MINIMOOMMIMOOMMAMMOMMUMERMEMMEME minmammommemmammummommumm MEMIMMOMMAIRMWENIGRIMMUMMEWOMMINIM IMMEMMUOMEMMEINIMMOUMWMIMENEMM MEMMEMMEOMEMMEMMIMMOMIAMMINIMMEM IIMMOIMMOMMEMBRIMMORMNIMMEMMEM UMW= MIIIMOINIMMEMOUIMMEMEME MOMMERMERMEMOMEMMIMMEMO ! G� \�►1 ■ • • MOMMOMMUMMUIMMIPMMOOMMIIM IMMOMMINMEMIMMIMMOMMMOMMEMMEMM MUMINEMMEMEMMINIUMMEMENROM NM= MEMMINIMMIEMMEMMEAMMUmall INIMIMMIMMENINIUMMIIIMMUffi IMIRERMMINIMMEMMEIMMIE NOTES* RE ROOF COLOR THRU TILE VANGUARD RELLED MARMALADE MAR 1 6 Mg Passed 1 0 1 2 Inspector Comments V Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until '' • '' ' • ' • ' • '' • ' • ' ' • ' • ' • ' • ' " '' ••• ''' IhScieCti" Inspection Date: 03/15/2007 Inspector: Grande, Claudio Owner: WOOLFOLK, VANDRA Job Address: 1230 102 Street NE Project: <NONE> Miami Shores Village, FL Contractor: AB MARTIN ROOFING Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132050250020 Lot: Phone: 305-836-2851 Tuesday, March 13, 2007 Page 2 of 2 RE ROOF COLOR THRU TILE VANGUARD RELLED MARMALADE FEB 1 4 2007 Passed 4 / b b 7Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Nu4ber: NSP:41111111k 366,4 Permit Number: RF -1 -07 -133 7777_ i 7777 Inspection Date: 02_ l Inspector: Grande, Claudio Owner: WOOLFOLK, VANDRA Job Address: 1230 102 Street NE Project: <NONE> Friday, February 9, 2007 Miami Shores Village, FL Contractor: AB MARTIN ROOFING Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132050250020 Lot: Phone: 305 -836 -2851 Page 1 of 1 RE ROOF COLOR THRU TILE VANGUARD RELLED MARMALADE Infraction Passed Comments TIN CAP SPACEING True . a O9 0? Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 02/09/2007 Inspector: Grande, Claudio Owner: WOOLFOLK, VANDRA Job Address: 1230 102 Street NE Project: <NONE> Miami Shores Village, FL Contractor: AB MARTIN ROOFING Building Department Comments Thursday, February 8, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132050250020 Lot: Phone: 305 - 836 -2851 Page 1 of 1 Date Thursday, February 1, 2007 02/01/2007 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: RF -1 -07 -133 Invoice Number: RF -1 -07 -27364 Applicant: VANDRA WOOLFOLK Company Name: Owner Address: 1230 NE 102 ST MIAMI SHORES, FL 33138 Job Address: 1230 102 Street NE Miami Shores Village, FL Payment Type Check Number 09346 Amount $397.99 Change $0.00 Total Payment: $397.99 Page 1 of 1 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. 1. Legal description of property and street/address: 2. Description of improvement: Re- Roofing Usin2 color Thou Tile 3. Owner(s) name and address: Vandra Idol folk 1233 N.E. 102 Street Interest in property: Fee Sirrple Name and address of fee simple titleholder: 4. Contractor's 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 docu provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 9. Expiration date of differenAie is Signature of Owner Print Owner's Name 122.01.52 PAGE. 8 cified) A.R. Martin Roofing, Tro, 1230 N.E. 102 Street January 111111111111111111111111111111111111111111111 Miami Shares, Florida 33138 -2618 3680 N.W. 135 Street C Locke, Florida 3.30. 4 5. Surety: (Payment bond required by owner from nnnrracrnr, if ., STATE QF FL;- R(D,q, COUNTY CF DADE Name and address: originalll►bd ir, ; on Prepared by ,20 07 CFN 2007R01.00811—:' OR Bk 25319 Ps 2425; (1 RECORDED 01/29/2007 14:04:05 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE • ,AD20 Wi t.'ESS my hv, ,(16:31 Official Sual. HARVEY RUVIN, CLERK, r' , cult and County ► i eh nts 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), Florida Statutes. Name and address: otice of Commencement: (the expiration date is 1 year from the date of recording unless a Address: M. Hidalgo Sworn to and subscribed b ; day of • y •• /,Js Notary Public °s E`a is Print Notary's Name 4101. • * My commission expirea. - ..k, - 400285nsi ° Q s O� p Ue • . .. p; ■ I,',' • 3680 N.W. 135 Street Cps Lc ka, Florida BUILDING OtI U;;. PERMIT APPLICATION kk i FBC 2004 Permit Type (circle): Building �_ Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) YC1 b, \ I\rT\ Phone # ' Ma Owner's Address 0130 O). City Tenant/Lessee Name State Building Department JAN 2 4 2007. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y: _ - -f� - - - - - -- Tel: (305) 795.2204 Fax: (305) 756.8972 "" Miami Shores Village Job Address (where the work is being done) City Miami Shores / -�� County /1 Miami -Dade Zip FOLIO / PARCEL # / I _:' O >� L� .0 O Is Building Historically Designated YES Contractor's Company Name Contractor's Address, 3Lo (J City, Qualifier Name State ►�, 'kin f rr T kin k\ Master Permit No. Zip 33 algal Phone # 23o 10, Phone # Permit No. lt\C VIS1 oofing 353L-.A Zip "��JT� .� I Phone # .-3C)C Y6 a State Certificate or Registration No. Yrrf)3A 0 Certificate of Competency No. CC 1 J Y 1U' 3L) Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ _3 -- 2 a /rii) Square / Linear Footage Of Work: Type of Work: Describe Work: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Notary $ Scanning $ S OO Bond $ g Alteration epair/Replace ['Demolition Vr) \f"14""1C-Q Permit Fee $ Training/Education Fee $ Radon $ DPBR $ Code Enforcement $ Double Fee $ CCF $ Technology Fee $ Structural Review. $ Total Fee Now Due $ Zoning $ See Reverse side -> 1 , ()wit, FEB 01 ENT'D Bonding Company's Name (if applicable) Bonding Company's AdAess i U City State Zip Mor Lndem ame licable) Mortgage Under' Addres City State 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 occur • en (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved an a rei specti.n fee wjbe charged. Signatur Owner or Agent The foregoin instrument was acknowle � i; ed be ore me this \ • day of , 2061, by V4 rti (ck �c�61 who is personally known to me or who has produced NOTARY . y 44 6 • _ �.►�_- Print: (Revised 02/08/06) • s� kPUBU SAP ' •• �• I 11' APPLICATION APPROVED BY: As identification and who did take an oath. Si Signature Contractor The foregoing instrument was acknow4XY1kr d edbeefore me this day of i i 2,2N. 2,2N. , 20 by c who i Etrsonally knoo me or who has produced as identification and who did take an oath. NOTARY PUBL Cic' \ I I T JO :'d8SI0N Sign: _� \ • C .1008 ` Print: � � +� 'r a -• � • OR • e 50 • o #DD 285061 �° •O My Co l/�Y g §. 0 . o My Commissio Z� ves y •� v � a� P* Ronded 5 Cpe • <Z 4/6, # 9 ,p ° .% �`•e- **, tit* *�lc,� i� 4 li, rl MF4** �.* 11************************ * *******************at ***,l4l, �FOFif�/e' a ** ,k�k9r*** *ile*** h' N U B(lC, STAB �•♦ 3D A � Plans Examiner Engineer Zoning Master Permit Co- I New Roof Y Low Slope Roof Area (SF) ...... - • ••• Florida u114%8 iefi•a14N t0¢2 luf [-Inn Valocil i rlcan6one+JnllZfmrr4m: A •caa• Form. • • • •••• Section A General information • • • • No. _.. • •:. _. ' P1'o• 14) • • • • ••• • • • 1� 3v n•• I 1pa„ D • • • • • • • Rope; �aAT��3�hY •• • • • • • ••• Mechanically Fastened Tile Metal Panel /Shingles Ir) Proscriptive I3UR -RAS 160 Steep Sloped Roof Area (SF) Total (SF) T • • • • ortar /Adhesive Set Tile Wood Shingles /Shakes • IMMEEVM ROOF TYPE JAN 2.4 20071 Re- Roofing 0 Recovering 0 Repair � n _ -- .ROOF SYSTEM INFORMATION S ection B Ro . Sketch RoOf PJi n:' Illustrate all levels and sections, roof drains, scuppers, •overflow s coppers and overflow drains. Include dimensions of sections and levels, clearly identify dlmonslons',of elevated pressure zones and location of parapets. ERMIT # t• Miami Shores a r" `11rmorm MOM ) 31 Mfg SUBJECT TO COMPLIANCE WITN AU. FED STATE AND COUNTY RULES AND REGULATIONS ay 31247 S._ _`/ � � -:• a�i Roof Slope: 3 :12 Ridge Ventilation? N/A Section D 1Steep SIned Roof System) • .. • • Roof System Manufacturer: (From the NOA Specific System): 86.61 Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: 45.0 Pmax2: 95.1 Pmax3: 95.1 Maximum Design Pressure Deck Type: • • ••• • • • ••• High Velocity Hurricane Zone) Uuiifofm .'esmit Form • • • • • • • • - w• • • Sloped System Description ype Underlayment: Insulation: Mean Roof Height: 18 • • ••• • • • • • • • • • • • • • ••• • ••• • • • • Life Tile S. • • • •• • ••• • •• • • • • • • • • • • • • :' 0241=J5:05 :' • •. •• •.. • • • • • ••• • .•' I X 6 Sheeting # 30 N/A Fire Barrier: Fastener Type & Spacing: Adhesive Type: ype Cap Sheet: 1 1/4" R.S. Nails & 1 5/8" Tin Caps Asphal # 90 t k Naj1 12" 0.C. Roof Covering: Type & Size Drip Edge: , Rolled Tile 3X3 Meen Roof Height in Feet 13' 20' 26' 30' X40' Roof Slope ci ! i 0 0 0 9 :1 9 34.4 36.5 38.2 39.7 42.2 3.12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5 :12 ' 28.4 30.'1 31.6 32.8 34.9 5:12 25.4 28.0 29.4 30.5 32.4 7:12 uailusitifavimilhuliguaira 24.1 25.9 27.1 28.2 30.0 ' • • ... • • .. ... .. .. • • • •. .. • • • • • • High Velocity Hurricane Zone lIniter'rn ' t�cionr c11 Application Form MIAMI -LADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION L • • • • S •. • • • •• • • • • • • . • • • • • • Section E (Tile Calculations) .. • • • .. ••• •• For Moment based tile systerrw;, (144erchbr:Vlvlunoda or 2. Compare the values for Mr with the values arp Ik. :fI rhritwf values are greater than or equal to the IVIr values, for each aea of The roof,'tneri {he tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" 24 P 1: F. x 7 �t7 . - IVIC I j . 6 = lVlr1: IS'/? NOA IVIf: I abh/ P 2 : aka x ? I � T - 1 1 4 j : IVIr1: J . / r / Y NOA Mf: IC AO/ P 3: 1411/ x ? Fa. _11/1 IVIr1: 1. /KM NON NIr: IdS��Y Method 2 "Simplified Tile Calculation Per Table Below" Required moment of Resistance (Mr) From the Table Below: I Mr Required Moment Resistance' NOA mf: I This Table must he used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. • • ••• • • • ••• •• • • • •• • • • • •• • • • • • • • ,•.• • •.• • • ••• • • • • • •• • • • • • • • • • „I; LL2; : • . • ... HIGH VELOCITY. HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING COIsTSIDERATIoNf • • • • • • • • • •• • 1524.1 As it pertains to this section, it is the recpdnsibility ok the ioofing:cghtraotor to provide the owner with the required roofing permit, and to explain to the owner the cbfitent'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 folkawiiig.iteggis should Iv addressed as, part of the agreement between the owner and the contractor. The ownei"s inili t it: the ad,=acbat bC4 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 parr of the agreement between the owner and the contractor. \ KSI) 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 BB Code. (The roof deck is usually concealed prior to removing the existing roof system.). VW ld 3, Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings• with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units ofroofing work to be performed. \kU 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 penerrations- of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance, �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. `1W ) 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 acco dance with the Florida Building Code, Plumbing. 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. Date Cacciaawua oa &ulaflkaommaa.oal $ aIoplT.mAT.mpoory Imaoa FII. IICYGLaia3101 .1.11.1FTTNSZCf10B13211IJ.00c . 'j 3769 N • ••• • • • ••. S. •• • • • •• .• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 41041 • • • • 00. • • • • ... • • • • • • • • • . • • • ••• • M1Alvr -DADS COUNTY. FLORIDA • • • • M l: LAO -DADE FLAGLER BUILDING • • .t;0 WES't f -AotAR STREET, SUITE 1603 . pMIAMl, FLORIDA 33130 -1563 • • • 40 379"-2401 FAX (305) 37549 . . • • • •.• M1� pROOU CONTROL bNlS COMPLIANCE (BCCO) NOTICE OF ACCEPTANCE OA Monier Li,fetile, LLC 1.35 NW 20' Street Boca itaton, FL 33431 This the Board applicable rules and regulations governing the use of construction mittcrials. This documentation is tatlo Q e11 ubm te issued has re viewed by Miami -Dade County Product Control Division and accepted The a Boar of Rules to sued in Miami Dade County and other areas where allowed by by of Rules and Appeals (BORA) the Authority Having J (ANJ)•, t Control date.stated below. The Miami -Dade County ProdU Produc t ntro to This NOA (In Miami ca not D be ade de County) n and/or the pH1(in areas outer than Miami Dade County) right in the a have this ( r odu Mact oo Dr material al tested for quality 885urtncc purposes. If this product or material fails to pe manner, the manufacturer will incur the expense e l w s�, n their jurisdic lon $OR reserves th e right m revoke acece pr m od product or m a to re o k n his a c suspend the use eptance. if it is determined such p is acceptance, by V[iami- DbudilCounty eroduct Control Division that this product materirial al this fails to meet the requirements of the applicable is with the High Velocity Hurricane product is approved as described herein, and has been designed to comply Zone of the Florida. Building Code. DESCR IPTION : Villa, Roll, and Capri Concrete Roof Tile LABELING: Each bear a permanent label with the mflnufacturcr's name or logo, city, state and following statement "M'amt "D County Product Control Approved ", unless otherwise noted harem. unit shall beg P lrcation has been filed and there has been no RENEWAL. of this NOA shall be considered after affectin he performance of this prodeucc��oR or change in the change in the applicable building code nag TERMINATION of this NOA will occur after the expiration date or if there has been re and/or manufocwre of the product or process. t Miissus Misuse this NOA this NOA. endorsement lure af any to comply p t f use, a other purposes shall au o Y prodrlct, for sales, advertising or any other of T�IOA. receded by the words o Miami-Dade l of 40 County, Florida, and followed by with any section of this NOA. shall be cause for termination w rata then it shall ADVERTISEMENT: be dNOA ed in advertising literature. If any portion of the NOA is displayed, the $ xpiration date may be be done in its entirety. the mtlrtuEaeturer or Its distributors INSPECTION: A copy of this entire NOA shall be provided to the user by and shall be available for inspection at the job site at the request of the Building O ffteial. This NOA consists of pages 1 through 7_ The submitted documentation was reviewed by Frank Zuloagre RRC • • ONVIINNIIS ' iZ' aed NOA No.: 03420 Expiration Date: 12/16f0/ Approval Date: 01/02103 page 1 of 7 2. PRODUCT DESCRIPTION .M2n1IfICtulred -t Ate, 1 cent Monier Lifetile LLC Villa Sc Roll Monier Lifeitilc LLC Capri Tile Trim Pieces Teat Di ns a 4 S cCipcati s 10116'/2" PA112 w =13" y," thick L=117" PA112 W= 12 7 !," A" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: To___Akiat ifEE 7161.03 Appendix Ili 7161 -03 Appendix 11 PO402 94 -0608 94-084 Ted..410.5.1 Radiant' Technologies Redland Technologies Redland Technologies The Center for Applied Engineering. Ino. The Center for Applied En: 1 'ng, Tue. 'd 3769'�'W PA 112 . • •.. • • • •.. •• •. • • • .. .. • • • • • • • • • • • • • . . • • • • • • • • • • • • • • • 000 . • • • 0 40 0 • • • • •• • . • • • • • 800 • • • • • • • ••. 400 .• • • • • • • • • • • • • • • ROOFING ASSEMBLY APPROVAL C Roofing Category: .. • • • • . • • 000 Sub - Category: tow Profile Roofing Tiles Material: Coaeratc 1, SCOPE Concrete Roof Tile, renews a system using Monier Lifetile Villa. Roll, and Capri Ro e, as of Til For locations where the pressu Monier Lifetree requirements as determined by applicable tBuildi g Code does not lcations re exceed the design pressure values obtained 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. • 4141 • • • •• • • .•• Product FiggrialLn1 Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs- For direct deck or battened nail -on, mortar or adhesive sct applications. Low profile, interlocking, high pressure extruded concrete roof tilt equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. T� t Namc/Rcnnr Date Static Uplift Testing Dec. 1991 PA 102 & PA 102.(A) Dec. 1991 Wind Tunnel Testing PA 108 (Nail•On) 1993 Withdrawal Resistance Testing of Sept. screw vs. smooth shank nails Mauch, 1994 Static Uplift Testing PA 101 (Adhesive Set) May 1994 Static Uplift Testing PA 101 (Mbrtar Set) NOA Nv.: 02.120 Expiration Date: 17.116/07 Approval Date: 01102 /03 Paga2af ONv1lwfls I1d(l :£ HOZ ' l"6 ged ROOFING ASSEMBLY APPROVAL Category; Roofing Low Profile Roofing Tiles Concrete 2.1 SUBMITTED EVIDENCE: T st Idc t fie 7161.03 Appendix Itl 1161-03 Appendix Ti PO402 94 -060B 94.084 • Test Agency Reiland Technologies Redland 'technologies R.edland Technologies The Center for Applied Engineering, Inc. The Center for Applied En s • ring, hie. Lp • 'd 3769 • • .•• • • • • . • .. •• • • • .• •. • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •0• • • • • ••. • • • • •• • • • • • • • .•• • .. • . • • • • • • • • • • •.. • • ••. • •• • •.• • • ••• • • • • • • . • • • • .. • . • . . 000 • . • Sub.- Category: Material: 1, SCOPE described This renews a system using Monier in Section 2 and Ca of this NoC�of A� ePtan � For manufactured Monier Lifetile LLC and Building Code does not locations where the pressure requirements, as determined by applicable exceed the design pressurt values obtained calculations Cal calculations sh�llabe nce with done as�a a bused v values listed in section 4 herein. The attachment system. 2. PRODUCT DESCRIPTION Product 1V[an +�tgstufcdhY Test q gliatt Di ns o 4 S ecilleatfons Roll R LLC = = PA 112 Low profile, interlocking, high pressure Monier 13" extruded concrete roof the equipped with one Villa & Roll nail hole and double roll ribs. For direct deck '/z thick or battened nail -on, mortar or adhesive set applications. 17" PA 112 Low profile, interlocking, high pressure Monier T,ifcitilc LLC �= = 12 I , 12 concrete roof the equipped with one Capri Tile A " thick nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces 1= varies PA 112 Accessory trim, concrete roof pieces for use w = varies at hips, cakes, ridges and valley terminations. varying thickness Manufactured for each tile protlle, - C �mdRcnar ate Static UpliftTcsting Dec. 1991 PA 102 & PA 102(A) Dec. 1991 Wind Tunnel Testing PA 108 (Nail-.0n) t 1993 Withdrawal Resistance Testing of Sept. vs. smooth shank nails March( 1994 $ta.tic Uplift Testing PA 101 (Adhesive Set) May 1994 Static Uplift Testing PA 101 (Mbttur Set) NOA No..! 01.1205,05 gapiratlon Date: 12116107 Approval bare: 01/02103 Pogo 2of7 ONd11NNGS 1G1 483 3. LIMITATIONS 1' ' 3769' • • • . • • • 000 .. • • • • • • • ID * • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ... • • • • ••• • • • • • .• • • • • • • • • • • • • • ••• . • • • • • • • • • • • • • •.. ••. • • • • • S. • • • S. •.. • •.• • • • Fire classification is not part of this ecccptanee � • • • • • • • . 3.1 4 s3at �tcSd bite test s�ia1l be performed in 3.x For mortar or adhesive set tile applicatiot>g,. • . • • •. accordance with RAS 106. 3.3 Applicant shall retain the services of a Miarni -D A C County Ce t lied Laboratory l be submitted perform tv Quarterly test in accordance with TAS 112, appe the Building Code Compliance Office for review, applicable Roofing Applications Minimum underlayment shalt be in compliance with the app Standards listed section 4.1 herein. applications may be installed perpendicular to the roof slope 3.5 30/90 hot mopped undertaymcnt unless stated otherwise by the undcrlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION Roll, and Capri Concrete Roof Tile and its components shall be 4.1 Monier i n s le Villa, installed in strict compliance with Roofing App lication Standard RAS 118, RAS 119, and RAS 120. 42 Data For Attachment Calculations Monier Life Its Ville and Roll Tile Mon er Ufa 1e Ca•rt Tile Table 2: Aerod namic Multi . tiers - k ft Batten A • licatian 0.287 Tile Profile 3 ":1x" Table 3: Rjtorin Monte due to Grav1 - g M .:, a lb 11iiiiii11 Direct Battens Direct Dec tl•Z1• 5.90 Direct Deck Battens Direct Deck Battens T':12" or reater Battens Direct Deck NOA Nat 02 1204. taps ratioe Date: 12/16101 Apprevsl Date: 01/02/0 Page 4 oil ONV1INNOS W £0N • • .•• • • • .•• .. .. • • • •• •41 • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • 4100 • • • • • 000 • • • • • • • • • • • • • •.• • • • • • • • • • • • • • 4141. 4141. • . • • • . •.. • • • Proms Fastener Typo 2 ' ; Screw 1.10d Smooth or Screw Sti =nk Nail Field Cli MM 19.0 1.10d Smooth or Screw Shank all Eave CU • 2 -10d Smooth or Screw Shank Nalla Field CU • 2 -1 - mooth or Screw Shank Neils Eave Cli 8.8 16.4 26.6 Battens Table 4: Attachment Resistance Expressed as a Moment • Ms (ft•ibf) for Nall-On S - elim • „.. Der'k Tile Direct peck •' : : : Wee X9132 ": (min 15132t' : ' • ' (Gt .voCAS rdwunedl p 2 - 10. Rin Shank NailS 43.0 Install= on with a 4• tile beadle • and testemera are I • : tad a min. of 2•h• fr• m heed of ti Table 5: Attachment Resistance Expressed as a Moment M, (ft - ibf) w.ti,a�9vt► Set S stents Minimum Attachment Resistance 26.1 Tile Piof le Monier Lifetile Villa, Roll, and Capri Tile Adhesive Z See anu ac s tom •Hens a • • �. ". 3 ! = ,i. to Products Company TilaBond Average weight pat patty 11.4 grains. Po part product Inc. Avers e w ht • r a 8 • ra^'e- Table 5A: Attachment Resistance Expressed as a Moment - M (ft -ibf) 4141 for Sin • le Pa Adhesive Set S - terns Minimum Attachment Resistance 86.61 Tile Profile Monier life le villa, Roll, and Ca . r1 Tile :. 4 La •e •ad • •l5C0mant of 54 • , f -o I Pro. TM TM. 5 Mediu • add • acorn' Tile Application g 'd 3769' NO/.10.: 024205.05 Eaplratloa Dater 12116/07 Approval Date; 01102/ Page 5 0[ ONV1INNOS Wjl£.£ SON • lZ qe Table 58; Attachment Resistance Expressed be d Ttio 11nt = WI (ft -ibf) for Mortar Set • ea. rrms. ••• :' I . Tile Profile Tift3' • • • • Application • • • • • A - chment Resistance Monier Lifetle Villa, Roll, end Capri 711e Mortar Set' 20.60 5. LABELING All tilts shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statament: "Miami - Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application Per building permit shall be accompanied by copies of the following; 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. 9 'd 5769' I • • • • I . • • • • • • • • • • • • ..• • • • • • • • • •.. I II • • • • PROFILE DRAWINGS • • . • • •• • • • • • • • • • • • • • • ••• • • • • • • • • •• • • • •.. • •• . • • • • • • • ... MONIER LIFETTLE VILLA CONCRETE ROOF TILE • ••• • • • N0A No.2 03- 1205.05 Expiration Date: 12/16/07 Approval Date: O1lo2/U3 Page 6 of7 ONV1 l NNOS Hl£ I CON i ',j 3769 °W • • ••• • • • ... •• •. • • • •• .. • • • • • • • • • • • • • • • ... • • • • • • • • • • • • • •.• • • • • ••• • • • • • . • • • • . •.. . • • • .. • • • • ••• .. • • • • • • • . • • ••• ••• • • • END OF THIS ACCEPTANCE MONIER LIFE7'ILE ROLL CONCRETE ROOF TILE MONIER LIFETILE CAPRI CONCRETE ROOF TILE NOA No.10E- 1205.05 Expiration Data: 12/16/07 Approval Data: 01/02/03 Paaa 7 of 7 ONv1INNNS Wd£E:E COO PERMIT #:`k - )?3 Miami Shores Village DATE PPROVED BY NING DEPT BLDG DEPT lirrairiff, or - • WITH AU. RULES AND REGULATIONS FED RAL SUBJECT TO • • STATE AND COUNTY 00/100 'd Mt MD BUILDING CODE, COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (N Polyfoatn Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issu The documentation sub Review Committee to be Jurisdiction (AIJJ). Zone of the Florida Building Coda. DESCRIPTION: Polypro® AFT160 JAN 2 5 2007 ct BY: This NOA shall not be U id a K to stated below. The BCCO (In Miami Dade County) and/or the AM (m arras other ?rr - 1' . ; -, 1 r Lr airy) the right to have this product or material tested for quality assurance pnrposaa. If ■ `, < 4 ti ' t ma erial fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI 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 the applicable building code. .... • • This product is approved as described herein, and has been designed to'comply with the High Yelodity Hurri e •••• • • RENEWAL of this NOA shall be considered after a renewal application: has been filed and den kdbeen no • • • • change in the applicable building code negatively affecting the perfonuance of this product. • • • • .. .. .. • TERMINATION of this NOA will occur after the expiration date or if there has been a rcvisipet t Lange in tiff✓ materials, use, and/or manufacture of the product or proems. Misuse of this NOA as an endorsement 6f any . " ". product, for sales, advertising or any other purposes shall automatically,:tezminate this NOA. F3iluretc+ compl + � 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 or its distributors and shall be available for Inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through! 7' The submitted documentation was reviewed by Jg rge L Acebo. SOSOE88SOE(XN3) les and regulations governing the use of construction materials. by the BCCO and accepted by the Building Code and Product ty and other arms where allowed by the Authority Having f.72 3 (0 z MIAMI -DADS COUNTY. FLORIDA ME?RO•DADE FLAGLER BUILDING 140 WEST FLAGLFR STREET. SU 1603 MIAMI. FLORIDA 33130-1563 (305) 375.2901 FAX (305) 375 -2908 • • NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04113/06 Pagel or7 • • • fi3103W ONN1INN11S 211 :01 (03M)L002 C2 - WNr • • • • • • .• • • 2 :391dd Product Polyproe AH160 Foampre0P RTF1000 PrPacic* 30 & 100 Dimensions N/A N/A N/A PRODUCT'S MANUFACTURED BY OTTERS: /00/200 SVSOE88SOE(X83) Test • Specifications TAS 101 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polyproe 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, dots 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 Polyproe AR 160. Where the attachment calculations arc done ns a moment based system for single patty placement, and as an uplift bred system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Description Two:eomponent polyurethane foam adhesive Dispensing Equipment Dispensing Equipment 0I WU8S :80 03M 2002 -22 -130 • • • • .. • • Any Miami -Dade County Product Control Accepted Roof Tile Assembly lisving a current Nadko hick list moment resistance values with the use of Polypro AH160 roof tile adhesive. '.... • • .. .. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1 622 1.6 lbsJR. Compressive Strength ASTM 01621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.] Perm /Inch Dimensional Stability ASTM I) 2126 +0.07% Volume Change gel- 4l1 ° F.,2weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content AST141 1) 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to norniallmanufacturing variation. • • • • • • NOANo.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 .. • • ... • • • .. • • • • • .. • ... • • • .. • .... • • • • .... • • • .. • ... • .. 00 • • • • • Fi310314. 0NNIINNIIS Elr:q 1 (031) /002- V2 -NHr • • • • • • • • EVIDENCE SUBMITTED: Test Aecncv Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 •12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438.7 SSTD 11 -93 11/02/95 25-7492 SSTD 11 -93 12/12/95 Milts Laboratories NB -589.631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01. 6739- 062bp1) ASTM E 84 01/16/95 Trinity Engineering 7050.02.96.1 TAS 114 03/14/96 Galatea Corp. Testing Services 528454 -2 -1 TAS 101 10/23198 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 • 12/8/98 • ....' 520109-2 • • • 520109.3 • 520109.6 520109 -7 • • • 520191 -1 TAS 101 • 03107/99 • ' • • • 520109 -2 -1 • • • • • • .. .. • • • . LIMITATIONS: .. • • •.•• 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof T le Assent DLIPPdt fire .. • . •• rating. 2. Polyprog AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120, 4. Roof Tile manufactures acquiring acceptance for the use of Polypro(8) AR160 roof tile adhesive with their the assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANOI -STICK roof tile adhesive with their tile assemblies shall test is accordance with TAS 101 with section 10.4 as modified herein. rF! MS NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 !sage 3of7 • LOO /E00 Sl?SOE88SOE003.4) F13103W O1 Eta:91 (03h1) /002- 1' 2-N81 • • • • • • • • .• • t7:39tid INSTALLATION: 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® A11160. 2. Polypro® A11160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The mof the :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 incompliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® Aii160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' _approved and licensed by Polyfoarn Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foamprm® 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. 6. Polypro® AH160 shall be applied with Foampro RTF1000 orProPeck® 30 & 100 dispensing equipment only. 7. Polypro® A11160 shall not be "" Grtp06ed permancndy to sunlight • • 8. Tiles must be adhered in freshly applied adhesive. Tile • • • • • Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight'thallbe in accordance with t c.Ttprernent Details' herein. Each generic tile profile requires the specific placement noted herein. • • • • . • • . • • Table 1: Adhesive Placement For Each Generic Tile profile • • • • Tile Profile Placement Detail Single Paddy Weight Mill. Flat, Low, High Profiles #1 35 High Profile (2 Piece #1 17 /side on cap and Barrel) Flat, Low, Hi Profiles #2 24 Flat. Low, High Profiles #3 LOO/POO d SPSOMISOE(XUJ) Two Paddy ;Wight per paddy► Min: • N/A •• • :GI WOBS : 80 03M 2002 N/A • • N/A 8 LABELING: All Polypro® AH160 contnincrs shall comply with the Standard 'Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06-0201.02 Expiration Date: OS/1O/11 Approval Date: 01/13/06 Page 4 of 7 • • • • • . . • •. • • Fi3103W ONfi1INN11S EP:91 (031) /002 -1 -l1 r • •• • • • • •� • • ADHESWE PLACEMENT DETAIL 1 SINGLE PATTY NOA Na.: 06. 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 Z00 /S00 d SPSOE88SOE(XIii) fi3103W ONN1INNf1S Er:91 (O3f'1)LO02 -172 -NHS 9:3Jdd Nall Dismal' plane mug Iladerlaympra ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY 0I N E :80 03M 2002 - E2 - 100 NOA Na.: 06- 0201.02 Expiration Date: OS/10/11 Approval Ditty: 04/13/06 Page 6 of 7 • 0000 •• • • • • • • •000 • •• • ••• • • • • • •• •• •• • • • • • • ••.• • • • • •••• • • • •• • ••• • • • • • • • • L00 /900 d 51750E8850E00W RR3103W ONN1INN11S EP:91 (03h1)L002 1 - NNr • • • •• • rhtni CUSTOMER / yJo 4J 14 s' . ADDRESS CITY- STATE- IP rani Sh,es (� CITY-STATE-ZIP CODE ESTiMAT f� E H PHON WORK / OFFICE SOURCE We propose to furnish the following material and labor necessary for the work specified below Gutters Downspouts Total Footage WARRANTY: Labor 5 yrs. EXCEPT: Damage resulting from accident, misuse, abuse, neglect. or from other than normal and ordinary use of product. NOTE: Due to the possibility of escalating material price, these prices are subject to change. Invoices are due when rendered. Any balance over 30 days old will incur a service charge of 1.5% per month. In event it becomes necessary for Rain Away Gutters, Inc., to employ the services of an attorney, to effect collection of the amount or balance due, under this contract, purchaser agrees to pay seller's reasonable attorney's fees and all expenses incident thereto. When a Muted and signed by bothiparties, this Proposal becomes a contract. CUSTOMER GUTTERS CONTROL. 7294 N.W. 8th Street 305 -269 -3883 Phone Miami, Fl 33126 305- 269 -1006 Fax $ Ft Ft. Ft L f- Material 20 yrs. M© RV9 .L OCT 1 9 2000 v T F C 6 -26CP Ry icensed 3a4 Fls;,xeca -- mc it .roinaway.net Professional Installation www, raincwcy. net Cleaning & Servicing Gutters JOB SITE ADDRESS ❑ Almond ❑Crean? _ite D Brown D Linen ❑ Ivory r Green 0 Other ❑ Almond C]Cream lte D Brown ❑Linen 0 Ivory 0 Green D Other t AGENT Amount Tax Subtotal Less Deposit Total r , PHONE )LED DATE FIERIMPFS11111 ApPmrrt se••• •••• ■n iir 1 ..t ., • or rhtni CUSTOMER / yJo 4J 14 s' . ADDRESS CITY- STATE- IP rani Sh,es (� CITY-STATE-ZIP CODE ESTiMAT f� E H PHON WORK / OFFICE SOURCE We propose to furnish the following material and labor necessary for the work specified below Gutters Downspouts Total Footage WARRANTY: Labor 5 yrs. EXCEPT: Damage resulting from accident, misuse, abuse, neglect. or from other than normal and ordinary use of product. NOTE: Due to the possibility of escalating material price, these prices are subject to change. Invoices are due when rendered. Any balance over 30 days old will incur a service charge of 1.5% per month. In event it becomes necessary for Rain Away Gutters, Inc., to employ the services of an attorney, to effect collection of the amount or balance due, under this contract, purchaser agrees to pay seller's reasonable attorney's fees and all expenses incident thereto. When a Muted and signed by bothiparties, this Proposal becomes a contract. CUSTOMER GUTTERS CONTROL. 7294 N.W. 8th Street 305 -269 -3883 Phone Miami, Fl 33126 305- 269 -1006 Fax $ Ft Ft. Ft L f- Material 20 yrs. M© RV9 .L OCT 1 9 2000 v T F C 6 -26CP Ry icensed 3a4 Fls;,xeca -- mc it .roinaway.net Professional Installation www, raincwcy. net Cleaning & Servicing Gutters JOB SITE ADDRESS ❑ Almond ❑Crean? _ite D Brown D Linen ❑ Ivory r Green 0 Other ❑ Almond C]Cream lte D Brown ❑Linen 0 Ivory 0 Green D Other t AGENT Amount Tax Subtotal Less Deposit Total r , PHONE )LED DATE Issue Date: 1012312006 Owner's Name: LUCILLE CLUM Permit Type: Roof Work Classification: Gutters Job Address: 1430 102 Street NE Additional Information Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 04/21/2007 Contractor(s) RAIN AWAY RAIN CONTROL 305 - 216 - 7560 Phone Primary Contractor Yes Type of Work: Repairs Classification: Residential Additional Info: 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, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Permit Fee - Repairs Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $100.00 $3.00 $2.50 $106.30 Building Department File Copy Applicant Signature Invoice Number RF -10 -06 -26501 Total: Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF -10 -06 -2607 Phone: (305)758 -7086 1132050240230 Lot: PB: Total Square Feet: Total Valuation: Re • uired Ins • ections Final 100 $ 500.00 Amt Due $106.30 annex e� �2r� Amt Paid OCT 24 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. BUILDING PERMIT APPLICATION FBC 2004 Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Villa _e County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name �1 _- / / Contractor's Address 72 9 1 N/.v g Describe Work: 7e/A-n9 1 City Name State Certificate or Registration No. Structural Review. $ 0- d 7 C 30 Architect/Engineer's Name (if applicable) Value of Work or t is J , Type of Work: ]Addition DAlteration L x3 Miami Shores Village Building D epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 State /01.25bG YltAa Permit NO F & 2e04 OCT 1 9 ?on 1V ster Permit No. BY: Permit Type (circle) Building Electrical Plumbing Mechanical Roofing /2 Loe I /�e Owner's Name (Fee Simple Titleholder) 0 £ L (,f /4 Phone # S 7.5 7d ?� Owner's Address /4 A i...!::: %(i R, s'T /�d City /P-1 / -00/24, State PL / Zip _4,V,4 Phone # / / "',97 A /N 7 Phone # / Phone # Certificate of Competency No. . •. a. ar e... +r • ;a,� JA Yom: red taw Foots s,Of Fork: v3 • ew ❑ Repaii/Replace ❑ Demolition Zip 3 . J i� Phone # Zip af ock,. *** , * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ****F Submittal Submittal Fee $ Permit Fee $ 0 b V —/ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ See Reverse side —3 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Ii b*<...e.— Mortgage Lender's Address City State 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 poste notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: I tel f So.yaa L- rVe APPLICATION APPROVED BY: (Revised 02/08/06) . . . . . . . .. . . . . . . . .. .. . . . . . . . . . SAYDA L. BARBERO Contractor The foregoing instrument was acknowledged before me this AO day of 0 Q , 20 U(q by fr S+ c o I1-e 6/1, who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLI : YANARA RIASCO CammN 000525783 Expires 3ABrnio Sofithid ��2Se Commit 000362383 ExjUee 10/13/2008 Bonded Vim (800)432 -425 Florida Notary Assn.. Inc My Commission Expires: i t 1 13 200 ej Sign: / Print: ` 7 G Q.L Q My Commission Expires: aSco 3 - (o- -Zdti Plans Examiner Engineer Zoning Inspection Number: INSP - 30251 Permit Number: RF -10 -06 -2607 Inspection Date: 11/27/2006 Inspector: Grande, Claudio Owner: CLUM, LUCILLE Job Address: 1430 102 Street NE Project: <NONE> Miami Shores Village, FL Contractor: RAIN AWAY RAIN CONTROL Building Department Comments Wednesday, November 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 NOV 2 8 CL Block: Permit Type: Roof Inspection Type: Final Work Classification: Gutters Phone Number (305)758 -7086 Parcel Number 1132050240230 Lot: Phone: 305 - 216 -7560 Page 1 of 2 I I Passed Z� / Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP - 30251 Permit Number: RF -10 -06 -2607 Inspection Date: 11/27/2006 Inspector: Grande, Claudio Owner: CLUM, LUCILLE Job Address: 1430 102 Street NE Project: <NONE> Miami Shores Village, FL Contractor: RAIN AWAY RAIN CONTROL Building Department Comments Wednesday, November 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 NOV 2 8 CL Block: Permit Type: Roof Inspection Type: Final Work Classification: Gutters Phone Number (305)758 -7086 Parcel Number 1132050240230 Lot: Phone: 305 - 216 -7560 Page 1 of 2 DATE -QE Legal description: Lot Block an Subdivision Jed.L, P.B. 1 47 Pg. Owne' Agent Signature PROCESS NUMBER )Ze Address: icPac L-11,6 /eo3 J I hereby attest to the fact that the attached repairs /reconstruction due to hurricane damage are being done to existing structure that were legally permitted prior to in of damage, and that there are no illegal additions, fences, sheds or non - conforming uses or structures on the subject property. I also understand that I am subject to enforcement action and /or fines if inspection of property reveals that I have made repairs_ to any non - conforming or structures /additions, or that I included new additions to the existing structure without having . presented plans for such additions. I understand that any permits issued by the Building and Zoning Department pursuant to this affidavit does not authorize the reconstruction, repair or maintenance of any illegal additions, fences, sheds or non- conforming uses or structures on the subject property. .Date °? /6/93 Job Address 7 Aft /a z? Legal Description -L o2, 6 /15 k/ Lessee / Tenant /`%? r ig2/ • Zaafe/ Address 4 Z crT Owner's � Contracting Co. _IW?6PJ 7 State ipa C t icipal ## Architect/Engineer Bonding Company Mortgagor / l iY -'KJ� WOK DE CRIPT ON L �0 � Square Si Dat Nota My ** * APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE owner to Owner ission Expires: resident OFFICIAL NOTARY SEAL GAIL MUNZ NOTARY STATE OF FLORIDA NO. CC216577 Zoning rP Not GAIL M MUNZZ y * * * Addr Address Sig Date * Tax Folio //32e6 ,./Ten- 6 ess Qualifier HIO4ti r)i Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL Phone A /5' 4 —y /h 6 - 71& /// . »EE Address Address / 'o Estimated Cost('.lue) Agee) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stat as to Master Permit 4 130/ ission Expires: uilding Electrical 6,52 - %2 / actor] or Owner- Builder OFFICIAL NOTARY SEAL GAIL M MUNZ L TE O ORIDA GA i s MUNZ er J_I PAVI (FENCE SIGN FEES: PERMIT °1.0 RADON C.C.F. /A® NOTARY TOTAL DUE 1 2° 1 Fire Other Mechanical Plumbing Engineering Dekfast Fi #I5 HD Dekfast F-Id" TPR. Faste FM-45, FM FM-90 Fast and FM-30 F 900 ISO 95+ Co ISO 95+ GL ISO 95+ GW 4 f1: Rhoflex Composite Rhoflex GL Rhoflex GW Products Test Dimensions S Jljjcation various various Various ••1 Various t !various dilarious PA 114 • PA 114 PA 114 Page 7 nduct tri tion • I i•• a tress plate for IL • fast Fasteners PA 110 PolyiStIO c foam / peril Acceptance No.: '97 Manufacturei: Construction FagPfl.grg Inc, (with current PCA) Construction Fasteners Inc. (with current PCA) Creative Construction Components (with current PCA) , ing systems ES Products, Inc. .conerete (with current PCA) Fields (with current PCA) Firestone (with current PCA) PA 110 Polyis insul$00' ' 1 PA 110 PoIrsi5;yah insulatkj1j ,:t PA 110 PolyisNyqn teo roam / perlite 8 • • :IV 11','1.1 PA 110 .eo. Firestone instilaWiP40: • (wi(h current PCA) PA 110 PolyisocyanUt e foam Firestone insulation (%vith current PCA) • : • • i : e•c •, Firestone (with current PCA) Firestone (with current PCA) Firestone (with current PCA) • • oofing Product Control Examiner.. _ Bui Produ 1 11 • Type X Gypsti Henry 520 Iso- Litt: .. Roofgrip Fastener #14 Flat Metal Plate Karnak No. 169 if Karnak 97 AF Karnak 97 Barrier Board P u E'NRG'Y -2 E'NERG'Y PSI -2, • •roducts Tes t Dimensions Specification various , .; il;j: variou§ PA 110 P0(00e insulatio'' II . Lite Weight 1.75" long PA 114 Concrete Fastener ! head dia. PA 114 PA 121 PA 121 Roof coatis PA 110 Pol'yiso irk insul'atit i Page 9 Roof coatis i.i r:. foam Acceptance No.: 97 -1 106.02 Manufacturer . Fi re) NS, i %t1 ted gypsum generic Ill It. PA 121 Altiminuni toOr coating 1 If i Henry Co. (with current PCA) Me roam International a1 Permalite (with current'PCA) ITW Buildex (with current PCA) 3" square PA 114 Galvalume,g ate for use ITW Buildex withuldeooferio (with current PCA) Corrosion'tlistant fastener ITW Buildex for base she&t attachment to (with current PCA) Iiglttwcight,6oticretc decks I t; r ; ; ASTM D 2824 Aluminum'i'oofcoating Karnak Corp. •.. (with current PCA) Karnak (with current PCA) Karnak (with current PCA) � I i various PA 110 Polyisocyar>! : foam./ NRG Barriers, Inc. wood Viber1t 1111 } ation (with current PCA) ,A. • i ,. various PA 110 Polyisi5 ( arc foam NRG Barriers, Inc. instilation'•Ill lit ill' (with current PCA) il var NRG Barriers, Inc. (with current PCA) uloaga tl 'Rooting Product Control Examiner • ..�. a.ndI IllllCr suit It! Produc Olympic FBLt4 14 14 Olympic Meta Plate Olympic CR Fastener CR Base Sheet Dig r., Olympic Strap Toggle Fiberglas Multi -Max FA i lasl3asc lasKap toducts Test ; 'Dimensions Specification i,,.! various c :. t various 1. IA • :6" x 108' '1i1. ib" x 36" PA I Id tnslil II �4 PA 114 PA 114 PA 114 PA 114 PA 110 Pagc 10 PA 110 Polyisti fta'rj insulatio Fiber `glass9o4f insulation ASTM D 4601 Type 11'4 plia1 1 impregnate: t tid coated glass libel 'sc,shcet AS1'M D 3909 Asphalt irnp g aced and coated feljj.s I Sfaccd with 1 � �� mineral' ran 1' use as top ply Acceptance No.: 97-1106.02 o e S, y for use with a3 tener Manufacturer • Olympic Manufacturing (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (With current PCA) Olympic , Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Schuller International (with current PCA) RMAX (with current PCA) Schuller International (with current PCA) Schuller International (with current PCA) uloaga doting Product Control Examiner #14 ..me 81 Pro Ij t R1. PermaPly 2:8; UltraGard UltraGard t(:i Ventsulation I; i Insul -Fixx Fast • Insul -Fixx S i Vapor Char Rawl Spike; Rawl Fastener Rawl Fasteners #12 Products ii Test Dimensions Specification' 36" x 324 sq. ASTM D 4601 ft. various various 3" square PA 110 P �t PA 110 ii 36" x 36' ASTM D 3909 A s ur Id pet, PA 114 Its PA 114 Gall use Fist ASTM D 4601 G1'4 mint PA 114 Insu and Con PA 114 tutu Page 11 duct 1' tion isphalt 'base sheet "irate foam rate foam d, granule ss mat with I" r, d waffle tinting ii 'atener I!i ess plate for -Fixx ted with les 1 ener and steel ess plate for dcners PA 114 Inst Ititloi;fitstcncrs Acceptance No.: 97 - 1 106.02 Manufacturer Schuller International Inc. (with Gurr :nt PCA) Schuller International Inc. (with current PCA) , Schuller International Inc. (with current PCA) Schuller International (with current PCA) SFS /Stadler . • (with current PCA) SFS /Stadler (with current PCA) Tamko (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) 1 111Allo « ga Roofin (2_2rcduc ortrnl F.•!n;yiner Rawlite Rawl Meta Rawl Speed Teggle S &t Rawl Drive Rawlite Plate Tru -Fast CF Fasteners Tru -Fast Faste HD 3" round PA 114 Test Dimensions _ Specification t • PA 114 lfl §tj a ss0 PA II4 In an • cone PA 114 Ins li c dec rmind i lj PA 114 Plate to , 1. 3 p fast nt:ra PA 114 Insu steel cone PA 114 Insu plast Page 12 • F ast • H duct i ' tion ess plate for '# 14 titer per and steel ss plate for ner for id gypsum WO' Rawlite er with ate for r with ate Acceptance No.: 97-1106.02 Manufacturer The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc, with current PCA The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) Tru -Fast (with current PCA) Tru- Fast (with current PCA) Zuloaga Ronfino via ' 8A!!nL� }!{ •._:7 +_ 7_:'•- •- � . .'RT I Factory M‘i Research C Factory Mut' Alit Research Cd.' Factory Mutt Research CO Factory Mutvi,i4 Research C6r0O Factory Mutuatil Research Co! Factory Mutual' :3. Corporation Factory Mutua Corporation Factory Mutt, Research Coliti , ; t 1, Factory Muhl Research Co . 1111 r Factory Mutut0111 Research Co South Florida Test Service 04 Feten.c. 414.0 Test' Underwriters Laboratories Underwriters ! Laboratories 7 7' t. n arch search Product§ Test Identifier J.I. 1 N6A6.AM J.I. 1Q3A2.AM J.1. 1T8A 1:AM J.I. I T8A2.AM J.I. 0 WIA8.AM J.I. OZ5A3.AM J.1, 2Y3A3,AM Letter Letter Letter FBPC- I X-1185 R R 9 516/88NK28925 TEST R i A 1'4 13 tion plift ation tit„Plift Tfacion pli ft ation pIift 1t ion lift tion lift tion lift lon Cnsion ens 03/19/91 06/15/90 09/10/92 11/30/88 03/29/89 1 fitation trice Fire-7 t Iition Compliance 44411 h. 1111 Acceptance No.: 97-1106.02 Date 01/10/89 10/08/90 07/30/91 07/23/91 12/07/92 03/08/95 11/28/94 12/03/92 , • . P estoneltu Tcs chi I41 Underwriter 1 n Laboratorie Underwri* Labo ra to ie cv Underwriteti Laboratories Underwriteit Laboratoriet Underwriters ilk' Laboratories. 1;10; : th Laboratories ' 91! Products Test Identifier R9516/89NK18670 R9899 R9899/86N K8498 R9899/87NK7630 R9899/88NK7005 R9899/81NK25749 Letter R9516/94NK11625 R9516/95NK2269 Inc. 4810.01.96-1 4810.10.96-1 e, la ification Iiance tion Date sification '04/02/90 Iiance sification 05/12/88 !lance sification 08/14/86 liance s ification 11/03/87 Iiance 'Sification .): jance ification fiance s ification !once istance C) and • (D) istance :4(J) Acceptance No.: 97-1106.02 03/29/88 08/26/82 02/08/90 08/08/94 02/03/95 01/31/96 10/31/96 • ran - Zuloaga Roofing Product Control Examiner I. A red ri:Ai bonding of as an optl l.IFi 2. Pre- assent f.I 1 ';Limitations: shall be installed on all wood plan eet to wood plank deck. Red ros O p Nail' shall not be used for base s • inmate asphalt seepage and also be installed on plywood. decks Aeeeptanee Ns.! 99=1106.02 Frank Zuloaga Roofing Product Control Examiner ne 1 Asphi equip' ticket and t 2 Fire ela` chapte Direetd ,1 3 Maxim current } appticati 4 An overly foam ih t may be1 4 mopped) allowtf shall systetili to amp S All wor the mail • V, 6 All attat shall cb 4 ' rcquk �i 7 Perime calcu 0,11 shall Count within! 'II 8 Faste as teit tested revisit. Count] of Cha 9 Fasten of 27',1 275 lb6;i 10 1nsul4 Produe approv attar ii iroducts GENERAL LA ngs shall be with applied with ap 1nperature (EVT) methods for asp irate an EVT, finished blowing!i e ranges shall be in compliance t' tion is not part of this acceptance the South Florida Building Code! fire ratings of this product. T i Ope range may vary for each sys e ved Roofing Materials Directory 'd/or recovery board insulation pa, i ns when the base sheet is fully mi, using spot mopping with approd i bbons in three rows, one at eacl11il htinuous area of ventilation. En00t d every 12' in each ribbon to alto at a minimum rate of 12 lbs. /sq: in design pressure of -45 psf. ; :i;';`• 1 be performed by licensed familiar ter, and the requirements of the 4 Of t and sizing of perimeter nailers, w rnie ;i th Miami - Dada County Roorin • of Chapter 23 of the South Floric1 corner areas shall comply wit c ompliance with Chapter 23 of th ise for both insulation and base sl ng Application Standard PA I I!. OA, General Limitation #13 wi ng for base sheet attachment is bu Ompliance with Miami -Dade Cou w those listed in the System Limi er spacing utilizing the withdraws► tol PA 105 test report and calculat of the South Florida Building Co } lug for insulation attachment is ba c • ` `tested in compliance with PA I ation attachment shall not be acceptal y be installed in multiple layers. i f i fs tol Approval guidelines. All other''la' halt applied within the EVT range and.at t the fastening pattern of the top l • Acceptance No.:. 97- 1106.02 t'and shall be in compliance with . ns. Asphalt containers or bulk BT) and flash point. Asphalt types 1 ' 1 Florida Building Code. ++ ications shall be in compliance with current Approved Roofing Materials manufacturer's specifications and a iance with design criteria for each d. on all applications over closed cell recovery board is used the base sheet 2" diameter circles, 24" o.c.; or strip one down the center of the sheet strips is not acceptable. A 6" break ilation. Asphalt application of either t attached systems shall be limited tails and specifications published by and /or flashing tetrnination designs Standard PA III and tho wind load de. d. uplift pressure of these areas, as a Building Code. Fastener densities o pted in compliance with Miami-Dade . limitation is specifically referred • icablc.) imum Characteristic Force (F') value A 105. If the fastener values as fessional engineer may submit a Glue taken from a Miami -Dade ply with the wind load requirements g Application Standard PA 117. imum Characteristic Force (F') value ter value, as field tested, are below r shall be attached in compliance with itvt� be adhered in a full mopping of a fat¢, of 20- 401 /sq., or mechanica ' Roofing Product Control Examiner .1. .resto HA a hg Products rd panel, sizes are acceptable for el size shall be 4' x 4' maximum It. kdiefidiS Shall be stored on end aril !:11. um designed pressure limitation t Std erimeters, and corners). Neither*V ed fastening at enhanced pressureicigei.: i la limitation is specifically refeert t , .• , 41 attachment. When applied in approved I !fiat and dry sureace. applicable to all roof pressure zones nor extrapolation shall be permitted meters, extended corners and corners). is NOA, General Limitation #7 will Acceptance No.: 97-1106.02 : • Ii Frank Zuloaga Roofing Product Control Firest 525 C Carm ng Products !ding Products Company bnal Boulevard 146032 4i NOTICE OF ACCEPTAN is Acceptance (approval) shall be c itted documentation, including test su approved products shall be permanent tement: "Miami - Dade County Produ iditions of this Acceptance. ( Acceptance will not be considered if as been a change in the South Florida uct is not in compliance with the cod l 1! tt uct is no longer the same product (id eeeptaiice holder has not compiled ii1 Installation of the product; m 'neer who originally prepared, signed I ger practicing the engineering profe �i. tsib� or change in the materials, use, and/o termination of this Acceptance, unles vision application with appropriate fe Sllowing shall also be grounds for re tisfactory performance of this product e of this Acceptance as an endorsem it f Acceptance number preceded by tH e may be displayed in advertising lit n it shall be done in its entirety. is Acceptance as well as approved d e user by the manufacturer or its dis he copies need not be resealed by ti) l ilply with any section of this Acceptd c 7 A tIr Ft pr . ,I 1 at 8 Fat r 'r1{il Ac t � 9 cc contains pages I through 46. END OF THI 1 D CONDITIONS *renewal application has been filed,and the engineering documents, are no older than The manufacturer's name, city, state, and the'.. roved ", or as . specifically stated in the . • ,• ; r affecting the evaluation of this product and ' one originally approved; ►'ements of this acceptance, including 'required documentation initially . submitted,, Of the product or process shall automatically !approval has been requested (through the })y this office. ceptance: NCE Acceptance No.: 97 -1 106.02 ACCEPTANCE'NO.: 97- 1106:02 APPROVED f.February'3, 1998 EXPIRES : February 3, 2001 iict, for sales, advertising or any other bade County, Florida, and followed by the`'"4. IISOrtion of the'Notice of Acceptanc is er documents, where it applies,,shall all be available for inspection at the job site, I use for termination and removal of • • : .gyp' • ''s.,' Frank Zuloaga; • : ., Roofing Product Control'Examiner • .1 I / :.11 44 .11 !•')I ; Iri! 1 2. A C 11 '1 i ! l " with 'PLIOBO ' ' ' � : membrane lap ' Un ft/gal The • 'n 1" 1 ur., Ef' 7 e. Reda NC Insulation: Pol 4114 arrier Boards ;!'' ' at 1/2 in. min: ' "irk . _or Huebert Fibe , ' ''" Membra0 1 'EPD ;'i ••R al i6S ' ad kV Ufi•►fiii O eff,3 "4 Insulation Mse In k Sheet Two o weighing a min o 47' °t ( Hon • RO Insulation: Potys Slip Sheets 20 mi Membra Dec NC ne: 'UltraPt • Insulation: "ISO 95 Membra Dec NC lies "UltraPt • B� (Option Pow 01 7t1121 M N lH' of (1! ply nsulations Wood fi "Fibertop C", 'Fibersto Membranes 'UltraPly Insulating Concrete: structural. b in surface joints are Membrane: "UltraPly Dade C -15/32 Insulation (Optional)ti Barrier Board: Gypsu 6 in. with joints in d Membrane: "UltraPly Dada NC insulation (Optional) Barrier Board: Reguta Membrane: 'UltraPly 7 `ecia C - 15/32 Insulation (Optional olntl In deck �, In, New Sheet Two or mo weighing a min of 2 mopped. Ply S. - (Optional): " fuse 4eesbranes 'APP 180 F was NC Insulatlom Cetotex Corpl. 'Ws; 'Energy Lok' or' JiRG Barriers 'E'NRGY 'UltraGard', Apache "Whit 4 entbrene: '13 -FR" (EPO /do NC 'nsulatlon (Optional): 'nsulattens Wood fiber 4embraner "LS - FR' (EP014 A: NC nsulation (Optional): '7 hickness. Imbrues 'IS-FR" (EPD cks C.15/32 nsulatlons Georgia- Paci 1 embrane: "UltraPly 78+1 du NC Class imitation: Wood fiber , i ' N it NG MATERIALS (TEVT) MS (TGFU)— (Continued onding system. The membrane is adhered ding adhesive, applied at 60 sq ft/gal. The 'th "PLIO8OND 9053' lap adhesive at 131 r� 11 are caulked with "PLIO8OND 5533". I i incline: 1/4 yi socyanurate, any thickness. ,1 .' :1 1 i 1 in. min, or one of the following boards 1. d fiberboard, Georgia -Padflc "Sturdi -Top" d • a mil, fully adhered with Uniroyal Incas 1 !Opel. The me ^itT r lepi IN U ll ll l (royal Inc.s 'Royal 6389 ". incline: 1/2 Iri a or glass fiber, 15/16 in. thick min, or rein, j oints in insulation offset 6 in. with Frli�;5 lbs /cu /ft), 1 in. min. ' i5 i t200". Ihs), 40 -100 mil. ' " Incline: 1 ite, any thickness. )i 40 -100 mil. Incline: 1 -1/2 ' Ja ne (tapered or uniform th clings�) r ► '' Rai' Mi ill, TO 17 nom or htrnl2Nird:, p thickness, ) . or "Firestone Fibertop E ", Fi "flberstop SE ", 1/2 in. min. ). 40 -100 mil. iL Incline :l d with either of the following insulating � „ E •. l lular, vermiculite, perlite, gypsum or ; , pe rete deck may be used if all exposed 40 -100 mil. Incline: 1 -1/2 tassified, any thickness. 3/2 in. nom, joints in wallboard offset 40 -100 mil. i; Incline: 3 ossified, any thickness. esistant wallboard, 1/2 in. nom. 40 -100 mil. 1 1 incline: 1/2 lass fiber, 15/16 in. thick•min, or g lass In Insulation offset 0 In. with APP 170" (modified bitumen), heat 'bitumen), heat fused. incline: 1/4 • "Hy-Therm AP", "Hy "Hy -Tec Atlas "AC Foam I" or 'AC Foam II ", ulti -Max FA ", Schuller International 'Pyrox, any thickness. 0 mil. 1 - 1 Incline: 3/4 . in: th ic k a min thickness. 60 mil. Incline: 1 2 9+' GL", wood fiberboard or . perlite, any E mil. incline: Unlimited Ira ", 1/4 in. thick min. 100 mil. Adhered 11iAeline: 3 tin. to 2 In. thick, or "'?restene �v! or'any Type G2 an:ca y as ene , spot or fully 0" or "APP 170" (modified bitumen), heat ase Sheer (Type G2 or any Type G2 chanically fastened spot or fully 11. 35 Ib`, 10. Declii I' is ROOF COVERING MATERIALS (TEVT) 7 ROOFING SYSTEMS (TGFU) -- 119 E" or "Fibertop C" 4 >., 1/2 in. to 2 in.•'' • i� [ s es "Standard RubberGard' •[� ", �" EPOM , ,y y : After the EPDM is allowed to) 45 or 60 mil. • , , r ; (31 '100 Coating" at 1 gaVsq. PProxi for a 1 size of Coating" to a a sq• Oho l Purpose l� ) be applied in t•th•w Fi, r : �` '' may oeet coatinp'at'3S 2 "Manniglas 115]DK", foil s ide 1/4 • i r is "Standard RubberGerd' €p down, ntechanka ` _ ' h am , OCR No. 2a'Permapl » hot rap or nai(ed.,• • ° pifii{� i A '1 tom,' 4ia A P1 f0' Or Neiio PIA', Western Colloid "No: ' u 298 Em Ul si on" , ' aPp({ed at 1-1/gaVsq, ucts "No. F900' applied at .6 gaVsq, Gils onfte• "Durakote No. lied at 6 gal/sq or:Gibson- Homans "No. 6192-!440;.', Applied at Vsq. :No. 11 roofing granules applied at 50 ta / sq. • • ,, Optional): Perlite,. glass fiber, spryan "+ 11, . urethane or composite,.any. thickness, • • • .. . , or Insulations Two layers of Type r hat "No. 28", or any. UL Classified Insulation xccee • E S ,t na tty covered with 1/2 in. min wood fiberboard, • 1 in. Uboard„ 1/2 in. min perlite or 11/16 in. min gl fe, ma y for one layer of. "fro., 28" Base Sheet- • N,... . y ''Firestone APP 160', "Firestone APP 170 ''or'Monoprbr Plus' itumen) heat fused. Karnak Chemical "No. 97 Fibered Coating'rlappUed i41 •gaVsq AP, applied. at 1 -1/2 gal/sq. ,' b ldhai l/t °it u i ,.• M 6f MON Layers of UL Classified polystyrene, • r r ° s . Ait7 1 in. One layer of MO 1/2 in. wood Mborboi,d, r ', One or mars layers o OCF No 28 base } h RIO pped on adhesive. ea hot Of • "Firestone APP 1 60",. "Firestone APP 1yO' or'Monoply,P1rrsq tumen), heat fused. ak No. 97, applied at 1 „gal/fiq''or;fNo. 97 AP, applied at OPf�on ): Pesii :,, :4144 :.. rate” te, fi be r glass. 2 �; ! pheq,..q,C AM. 01 err i obey,) lay r;: • any a�•c ogal• ti tidn or ' gl ' � ' restone APP 160",: "Firestone APP 17O' •o�'ilosl' men), .heat fused.. ltd Ina''CRS, Cap Sheet", OCF 'Ca Sheer • , r he ndCawi• Sheet' or. Schuller l �` ' i • hot.; ,1 th,Katr)ak Cheri Plb rp, r „O. Pt it •■•• ..:1 layers QC' ; hot g Moe G.2 I k r T- �► li ed. tapped► .old applka . ,,, i , .. for iestone APP 1 60',''Flrestone'APP 170 " } Plus" Men), heat fused. t'•�r i ak Chemical 'No. 97 ", applied'at:'i gal/sq. "' i ' a aN ii.. Indust 1 -i/2 • '►::: .1 ter resistant wallboard; 1/2 in: nom; jointsdnn ellboard :tints. in deck.. .'�;' a •. l• 'J.97-sydy I • • ' fibers (Huebert),••1 fn.'to.,2. in thicb.:ms$f • bertap C'S,►Rberto Stror•Fibertop•Setil'ANrwte,2 in. ndard RubberGar+d'f-(EPDM)i < i ' Nf . F!•he EPDM' is allowed to weather for apps :Coating"• at 1 alimPOotional:4General : of 50 to 1000 may applied/into'thr • u!i L Classified.polylso s ir or ph 'It! layers Type G2.or one layer UL pry • ally fastened or ',hot mopped. . • .:'r 1 t:l n,M stone APP 160", "Firestone APP 170". or "MonopipPlusT A), heat fused.! " • :' „• r • • .,rte , 4s� k Chemical Corp. Kamak'No.'.97r,,,111/21 mat): Any * lit ClatdA.d . JAN -28 -99 THU 1 :43 Pik ABC. SUPPLY. MON1ER LIFETIILE LLC Product Tile Screws Roof Tile Mortar ( "TileTiteTN ") Roof Tile Mortar ("Quikretee Roof Tile Mortar #1140 ") Roof Tile Mortar ( "BONSALI Roof Tile Mortar Mix ") Roof Tile Adhesive ( "Poiypro® AH160 ") Hurricane Clip & Fasteners Dimenaians #8x 2 W' long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. N/A N/A NIA N/A Clips Min. 'A" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 W' Test Specifications PA 114 Appendix E PA 123 PA 123 PA 123 See PCA FAX NO, 954 491 4439 Product Description Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. PA 114 Appendix E Corrosion resistant clips with corrosion resistant nails. Pagc 3 of 9 Product Control No.: 97 1124.13 Manufacturer generic Bermuda Roof Company, Inc. with current PCA Quikrete Construction Products with Current PCA W. R. Bonsai Co. with current PCA Polyfoam Products, Inc. PCA #94- 0401.0 Generic uloaga, RRC Roofing Product Control Examiner JAN -28 -99 THU 1 :49 PM ABC. SUPPLY. MONIER LIFETIME LLC Test Agency The Center for Applied Engineering, Inc. The Center for Applied Enigneering, Inc. Redland Technologies Professional Service Industries, Inc. EVIDENCE SUBMITTED Test Identifier 94.084 94 -060A P0631 -01 224 -47099 Page 4 of 9 FAX NO, 954 491 4489 P. 4 Product Control No.: 97-7124.13 Test Nam/Repoli pak Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Wind Tunnel Testing PA 108 (Mortar Set) Physical Properties PA 112 May 1994 March, 1994 July 1994 Sept, 1994 Roofing Product Control Examiner JAN -28 -99 THU 1 : 49 PM ABC, SUPPLY, - MONIER LIFETILE LLC Product Control No.: 97-1174.13 Deck Type: Deck Description: SYSTEM D: Slope Range: 1Jnderlayment: Roofing Tile: Comments: SYSTEMS Wood, Non - insulated New construction t9/32" or greater plywood or wood plank. Mortar or Adhesive Set Application 2 ":12" to 7 ":12" Note: System D Is only acceptable in this slope range. FAX NO. 954 491 4489 P 5 install underlayment system in compliance with Miami -Dade County Application Standard PA 120. (See System Limitation #4.) Install tile in compliance with Miami -Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, 15 /32" plywood is an acceptable substrate. Page 5 of 9 Prank Zuloaga, RRC Roofing Product Control Examiner 10,1-00-00 'PUTT ...17 AO . t nr, _r.rtnnt tr, AN-28-99 THU 1 :50 PM ABC. SUPPLY. FAX NO, 954 491 4489 MO ONIER LIFETILE LLC Product Control No.: 97-1124.13 SYSTEM LEKITATIONS 1. The standard minimum roof pitch for the Monier Lifetile LLC's Bermuda Flat Tile high profile tile shall comply with Dade County Application Standards PA 120. 2. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in . compliance with Dade County Protocol PA 115 or PA 127. The tile profile listed herein has been tested for both wind characteristics and static uplift performance , therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as an 'Moment Based System' 3. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA I06, shall be performed. 4. For tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 5. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 6. Applications for roofing permits shall include a completed Section II of the Uniform Building Permit, a copy of manufacturer's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 7. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. 8. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 9. Fire classification is not part of this acceptance. Page 6 of 9 Frank Zuloaga, RRC Roofing Product Control Examiner P 6 --' Table 2: Restoring Moments due to Gravity • M g (ft -Ibf) from PA 101 Testing Tile Profile 3 ":12" or less 4 ":12" 5'•:12" 6 ":12" 7":12" greater Monier Lifetile LLC Bermuda Flat Tile 5.20 5.12 5.01 4.89 N/A JAN -28 -99 THU 1:50 PM ABC. SUPPLY. MONIER LIFETILE LLC DATA FOR ATTACHMENT CALCULATIONS FAX NO. 954 491 4489 P. 7 Product Control No.: 97.1124.13 Table 4: Attachment Resistance Expressed as a Moment from PA 101 Testln9 Tile Profile Monier Lifetile LLC Bermuda Flat Tile Tile Application Mortar Set Adhesive Set - M, (ft•Ibf) Attachment Resistance 39.00 118.90 Page 7 of 9 Frank Zuloaga, RRC Roofing Product Control Examiner 1: Aerodynamic Multipliers - from PA 108 Testing 7s. (1t') Batten Application % (fN) it (h') Direct Deck Application Table Tile Profile Bermuda Flat Tile N/A 0.24 JAN -28 -99 THU 1:50 PM ABC. SUPPLY. MONIER LIFETILE LLC DATA FOR ATTACHMENT CALCULATIONS FAX NO. 954 491 4489 P. 7 Product Control No.: 97.1124.13 Table 4: Attachment Resistance Expressed as a Moment from PA 101 Testln9 Tile Profile Monier Lifetile LLC Bermuda Flat Tile Tile Application Mortar Set Adhesive Set - M, (ft•Ibf) Attachment Resistance 39.00 118.90 Page 7 of 9 Frank Zuloaga, RRC Roofing Product Control Examiner JAN - 26-99 THU 1:51 PM ABC. SUPPLY. MONIER LIFETILE LLC PROFILE DRAWING BERMUDA FLAT TILE Page 8 of 9 FAX NO. 954 491 4489 P. 8 Product Control No,: 97- 1124.13 Frank Zuloaga, RRC Roofing Product Control Examiner JAN-28 TBU 1 :51 PM ABC. SU?FLY MONIER LIFETILE LLC Monier Llfetile LLC 135 N.W. 20th St. Boca Raton, FL. 33431 Page 9 of 9 r Ah :W. :» 't 'i100 NOTI _ 0 ARD CONDI ION 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's n m or , city, state, and the following statement: "Miami-Dade County Product Control App specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. Product Control No.: 97- 1124.13 ACCEPTANCE NO.: 97- 11211 APPROVED : June 25, 1998 EXPOS : Jane 25.2001! $ Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 3 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 9. END OF THIS ACCEPTANCE Frank Zuloaga, RRC Roofing Product Control Examiner eck Type eck Descript ou:° Base Sheet: Fastening: Ply Sheet: Membrane: Surfac : ±. Maximum DcsIg Pressure: Maximum Fire, Classification: ,ing Products Maximum Slope: ` API' Wood, Non - insulated 19 / 32 " or greater plywood or wood.'platk::decks. Base sheet mechanically fastene All General iit System Limitations apply. None One ply of Firestone MB Base Sheet,`Celotex Vaporbar GB, Manville GlasBase or Perma Ply 28 mechanically fastened to the wood. deck as describe Anchor sheet shall be lapped 4" an fastened with approved ro caps 9" o.c. at the lap and two rows: staggered!in center of thesheet' " oo One ply of APP 160, APP 170, AFT 1 8 the base ply, with overlaps staggered 1 Install one of the following: I. Gravel or slag at 400 lb. and 300 Ib.;'rspectively,-set in a flood coatof type: Ill or IV asphalt at 60 Ibis +, • . Karnak No 97, No. 97 AF or No 169 at an application rateiof 1 V2 . Fields F900 emulsion, Gilsonitc Durali otc # 151, Gibson Hontans #192='9 applied at 6 gal./5g, with 60 lbs, of roofing granules 5ct in the wet coatin'g`, -45 psf (Sec General Limitation #13) Sec General Limitation #2. 2:12; sec General Limitation 113. APP 180 FR. torch applied parallel . r 4. Owens Corning Fiberglass Cap - sheet GAF Mineral SurfaccCapsheet or...: Manville Glaskap in a full mopping of, approved asphalt applied within the EVT range and at a rate of 20 is ' ;Q;i APP 180 FR does not requiret:Z 3,or 4 above to achieve a UL Class Afir rating. ' � ; 'PRODU ' irestonei 25'Cong 7 e s n el, t~t.�tt n ' tr , Your applic Firestone f .9 � ' `P Modified Bitumen Roofing System '- under Chapter of the Miami -Dade County Code governing the use of Alternate Materials Types of Construction, and completelydr`set'ibed in th submitted by: ,1,: the plans, specifications and c alculations as _ sg r ,. v i Facto {{ , . . r� ::.' MIItI1AI &Hareh Corti81%11011, Ufd aboratories, Inc., and Dynateeh :E erwriters Lngineering,' Inc. _ is R .. has been recd �" . ,Y.- rtlt tended for acceptance by the Building Code Compliance Office to be used in Miami - Dade County, Florida under tt$ ipeeific conditions set forth on pages 2-45 and the:stnridard conditions on page 46. + ' 4 . y, 1 , 1 be valid after the expiration date stated below;" The Building Code Compliance Offtce:reserves i►terial fails t • ji . o perform in the approved manner, tie Building Code Complia l' ce:Oflice mayevoke F a use of such product or material im d I = Inc . ; Corn' ° ' c ail This approve the right to s If this product: modify, or sus the me tate y, Building Code Com p l ian c e the right to reI :.firs approval, if it is determined by the Building Code Compliance Office that 'this producti;or material fails tti�'tit.¢etthe requirements of the South Florida i-- ^ -- The expense of sWe testing will be incurred by the manufact ACCEPTANC NO,; 71 106,02 Renews: 9t6315 0 t This application' for Product Approval has been reviewed by the Miami -Dade County Building C Office and approved by the Building Code Committee to be used in Miami -Dad' o "ty, Florida un set forth above. APPROVED: 02/03/98 • t' ONTROL NOTICE OF ACCEPTANCE ng Products Company t,1I Boulevard 032 ;plc f Product Approval of: P roduct or material at any time from ajobstte;or manufacturer's plant for quality control testing. } ,.. i Raul Rodriguez Product Control Supervisor • METROPOLITAN DADS CO I . „ •`' �JN �Flp{�1d METRO - DADE..FLA LE WAD! BUILDING COD ecMpL METRO -DADE FL GL . 011.1011., 140 WEST FLAGLER'ST . � MIAMI, Flo , IDA- 33,13,0:.583;%:: � I� i -. (305). 2901 : : Ax (4s 37s aett7 °-w OVERSHEET, SEE ADDITIONAL P FOR SPECIFIC AND GENERAL CONDITIONS,;; BUILDING CODE COMMITTEE PRODUCT Cod! TR L ��(( ( 33.g),1'l�602 Y 3 Charles Danger, P.E. Director Building Code Compliance Dept. Miami -Dade County DIV 8 ON e A (30d) 72 ,reserves Compliance e conditions • 1 • PRODUCT CONTROL NOTICE:. ROOFING SYSTEM; T Acceptance No.: 97- 1 106:02 Applicant: Firestone B idi ang Products Company Acceptance � _ Number: 97- 1106.02 525 Congressional Boulevard Approved: February 3, 1998 Carmel, IN'': ;` Expires: i;, February 3, 2001 ..r Category: ; `. Membrane Roofing Systems Sub Categor -'' " Built - up Roofing Type Modified Bitumen Sub -Type: t, APP /SBS System Description Firestone Building Products Co., is a producer of asphaltic and synthetic roof membranes and insulation products marketed nationally. Firestone produces a wide range of roof products for build - up and modified bitumen roofing systems. The modified , bitumen products include both APP and SBS products in smooth, granule, and fire rated versions. Firestone Bui1aroducts Co., products are distributid through a network of roofing wholesale distributors to {t the South Florida area. l • l Firestone mod.i itumen membranes have been tested in compliance with ASTM D 5147 and with ASTM E 108 test . uirements. P " ,ais Page 2 Contact: Greg Brandt Manager, Codes Dept. Firestone Building Products Company 525 Congressional Boulevard Carmel, IN 46032 -5607 (317) 575 -7000 ext. 7199 uloaga' Roofing Product Control Ex Insulation T Material Fibrn Peri Fibr Roc 1 .Products Po !Xi , urate Expiil O101ystyrene (EPS) '0 16 , ..19urate Composite Board ExtruN 1, Oystyrcne (XEPS) 41 1 W11 ill t Maximum Dett ressures ,--..!: • r 1 • l , I + , ; Design Pressure -52.5 psf i; Page • • • .17 Acceptance No.: 97-1106.02 ran Zuloaga Roofing Product Control Examiner ...... APP 180 APP 180 F APP 170 APP 160 MB Base Sh SBS SBS FR SBS PremitirCA . 0 11 /1 1 SBS Base S iC ClI ...;ii i • !.. 1 *01 • r .. w•. SBS Smooth , l'ilildi Iti ti . ' -• ,' V' t' . SBS Premium -, • ' v•. i L PraillGt§ TRADE NAMES OF PROW:lel LABELED BY1A TeSt Dimensions S ecifiat 39.4" x 32'10" 39.4" x 32'10" 39.4" x 33'6" 39.4" x 32'10" 36" x 108' ASTM p 39.4" x 33'10" ASTM 39.4" x 33'10" ASTM D: 39.4" x 33'10" ASTM D3 39.4" x 50' 39.4" x 33'10" 39.4" x 33'10" ASTM ASTM A' FACTURED OR olyester reinforced modified bitumen, l'ti surfaced membrane. Torch. ■ 141t46iyester reinforced, fire regardant &lined bltumen, granule surfaced einbrane. Torch applied. ASTM D ;,14#i}O1 reinforced modified bitumen gieinbranc. Torch applied. ASTM D. silT,,Pplye reinforced modified bitumen •''' Torch applied. ic granule surface, modified en membrane reinforced with vovcn polyester mat. era ie granule surface, fire rated, ;• modified bitumen membrane reinforced .i,.t.th:non-woven polyester mat. ASTM D 5147 reinforced SBS base sheet. Applied in hot asphalt or mechanically attached. berla ss reinforced base sheet, asphalt at d on both sides. Applied in hot ii,Sphalt or mechanically attached. at/ale surfaced, modified bitumen embrane reinforced with non-woven lYester mat, ASTM D 5147 Smooth surfaced, modified bitumen Membrane reinforced with non-woven polyester mat. Applied in hot asphalt. ASTM D 5147 Granule surfaced, modified bitumen . membrane r;inforced with polyester mat. Applied in hot asphalt. Acceptance No.: 97.1106.02 Product Description uloaga Roofing Product Control Examiner B Pro SBS Glass SBS Glass F ISO 95+ ISO 95+ CI, ISO 95+ GW FiberTop W ISO 95+ Corn Polymer Fast Polymer Plate ,y foducts ty { r iIt Firestone AP lT � • i 1 4 ';lil Firestone HD Fasttl% e . .1 { Firestone Concrete 4 Drives :p I i {�.;; Firestone Insulttl :i i Plate 10 i; rri Teat .; .:.: t Product " � ? '` 1 333 � , Dimensions S ecificat n lljs' ; {; Description 39.4" x 33'10" ASTM D 5 E;47 t tf 'lass reinforced, granule surfaced; ed bitumen membrane. Applied %asphalt. 39.4" x 33'10" ASTM D 1 various PA 110 various PA 110 . ,,. various PA 110 various PA 110 various PA 110 yanurate foam / perlite alion. I QII� PA 114 k a T, "diameter, glass reinforced nylon !` i ''a �s hd for gypsum or cementitious t her decks. 2 7 / 8 " hex plate PA 114 :; . ?; 3'I "stivate, galvalume plate for use with col j'mer Fastener. PA 114 a,# 5k13 4luorocarbon polymer treated, e avy uty fastener. I :ti PA 114 #1513 _fluorocarbon polymer treated, heayy duty fastener. t i PA 114 I/4 ".diameter concrete deck fastener. PA 114 Page 5 Pdlyisocyanurate foam insulation. yanurate foam insulation. Galvalumc hex plate for insulation • attaciinient. N Acceptance No.: 97-1106.02 lar surfaced, fiberglass reinforced, ardant, modified bitumen anc. Applied in hot asphalt. cyanurate foam insulation. nsity wood fiber insulation. n uloaga Roofing Product Control Examiner ...mnuicr Prod Pyrox APOC 212 ACFoam I ACFoam II Hy -Tcc Hy -Tec 2 Hy -Therm API Hy -Therm WIL Line VaporBar GB i Channel- Vent C3li '1 #14 roducts TRADE NAMES OF PRODUCT• Test j Dilncnsions Specification 1 various Dek fast Fasteners''gy, ;i;' „!;i ; • various various various various various IIQiI Y• various 411 � "x 108' PA 114 PolY inSu t`i Zl PA 121 Alii PA 110 PA 110 PA 110 Polyi insti PA 110 PA 110 r,. : ;�;•; . Pol y i4 �►s n to a foam -f � insulatioiilt i►, ;t • Pol y IA6 C Y . ptti tat e ; foam insuh Ooie? ' - PA 110 Polyisoc tats foam insulati, t '' 1�...* :i i• . .n . ASTM D 4601 G2 fiberg ASTM D 4601 Glass Yiatwitt.mineral granules. PA 114 Page 6 Polyi• 60 , insula for Poly insul CURED BY OTHERS duct tioti to foam 47i ; I f . ' coating. ie. 1i; unite. foam An rate foam . F Insulation fastener 4 . • se sheet Acceptance No : : . 97- 1 106.02 Manufacturer . Apache (with current PCA) APOC, Subsidiary of Gardner (with current PCA) Atlas Energy Products (with current PCA) Atlas Energy Products (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Cclotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Construction Fasteners Inc. (with PCA) oaga Roofing Product Control Examiner • — ......�� examiner 123.01 -78 9/96 Page -1 �v &int/ 1 «39 7.2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: //g ( 4I E /g / X Job Address: /230 5X Et/(L ROOF CATEGORY Slope Application) ❑ (Nail -On Tile) (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE g4ew Roof ❑ Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') l0 Sloped Roof Area (ft') Q, ($ Total (ft') Exposure category (per ASCE 7 -88): Building Classification category (pel ASCE 7 -88 table 1): Master Permit No. ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) .,Pty ME, f e,.se. cQo_ANcri 4 TEA Tt,.SecD A fl PPlisd F- 1/, io NPP A PPM) s tyvb 3x3 Ft. V Ft. A Deck type: VJCy®c sD CC Fastener Type: I IV FICK*3 , ► l• Oa-% Field: ATTACHMENT SPACING �l It o Perimeter: G Corner: 1 & 2 as h t J ROOF PLAN Ridge Ventilation? MEAN HEIGHT Deck type: Underlayntent: Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. elyAvaad 5, x'30 Ito. mem cQ� Insulation: Fastener type & spacing: Cap Sheet: 12" ROOF SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION Roof Covering: Page -2 Drip edge: q ATTACHMENTS REQUIRED 1) Fire Directory Listing Pagc 2) Dade County Product Control Notice of Acceptance -Covcr Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawinigs 3) Municipal Permit Application 4) Other Component Approval: 4 tcL e(xfe 1 e (c rikQ TILE CALCULATIONS (Pmaxl: x% (Aerodynamic Multiplier): ) - M = M PCA: (Pmax2: X X (Aerodynamic Multiplier): ) - M = M PCA: (Pmax3: X X (Aerodynamic Multiplier): ) - M = M PCA: 4 Rout TILL FLAT BERMUDA SHINGLE TILE installation Specifications 'nine specifications arc designed as a manageable guide to be used by loafing contractors. installers and code officials. Architectural format specifications are available upon request for the rcrlulrcments of specific projects. Requirements of building code(s) applicable to the area of Installation may Differ frorn the information herein and should take precedence over these specifications. (Please contact Monicr's Customer Service Department fur the Installation Guide showing recommended drawings and detail for tile and felt application.) I MATEItIAI.S tiles I. plat Bermuda Shingle - Portland cement color- through sanders tile manufactured by Monier 14)40111e. 2. 'tile stores • I lip, ridge, half and full starters and fi Surface finish - Snouth or broontswcpt. 4. Approximate weight - 7.0 lbs. each. 840 lbs. per square (2' hcadlap) - not including mortar when installed. S. Tile meet or exceed all waterproof requirements for absorption and permeability as well as break strength and freeze thaw requirements. Unticrlaytncuts Niue: Minimum undcrlayment reconmtendations arc listed below. Check with local codes for local requirements. Twn -ply system. 1. Or;anicType 11 Commonly called (No. 30) or (301) asphalt felt, and 74 mineral surface roll roofing felt commonly called 90 /. Membranes I. Organic - Asphalt impregnated cotton membrane. min. 3' wide. Conforming to AS 171 D -173. 1. Inorganic - Asphalt impregnated fiberglass membrane, min. 3' wits. Conforming to ASTM 0.1668. N. tiles, tile fixtures, hurricane clips and hip rodeo-corrosion resistant nsin. but dipped ;alvagizcd or approval equal. 1. for standard roof deck (felt and flashings)- -min. 314' galvanised roofing nails. Metal Fiasitiugs Min. 26 gauge galvanized G•90 coated, corrosion resistant conforming to ASTM A -52S and A -90 or approved equal Mortar, Coloring Compound For the purpose of bedding field tile, hip, ridge, rake and for pointing valley areas, wall bases and roof protrusions. A. Components. 1. Blended high strength masonry cement'T'pe ht conforming to ASTM C -91. 2. Portland cement -Type I, conforming to ASTM C -130. 3. Masonry cement •Type M, conforming to ASfht C:)1. 4. Sand - 'fornsly graded, clean and free from organic materials, conforming to AS C -144. B. Mises -Type 'M' mortar, conforming to ASTM C•270 (2 -1/4 to l sand/cement ratio). 1. Blend high strength masonry cement with sand until desired mix ratio is achieved. - 011- 2. Blend equal portions of Portland and masonry cements, with sand until desired mu ratio is achieved. C. Integral color -fast synthetic oxides to nsatclt tile color. L:avc Closure NOTE: Plc - manufactured thickbutt tilt is most commonly used as an cave closure with flat Bermuda Shingle tilt. 1. Tlsickbult tile • Manufactured tilt with 1 -1/2' thickness to the cave of the tile. 2. Prefabricated CDI'M synthetic robber con- forming to ASTM C•1056. 3. Metal - Min. 26 gauge galvanised G•90 coated. corrosion resistant conforming to ASTM A -525 and A•90 or approved equal. 4. Mortar for use with mineral surface roll roofing felt only (color optional). Adhesive/Sealant/Coating I. Asphalt plastic roof cement - nonrunsing, heavy body material composed of asphalt and other mineral Ingredients conforming to ASTM C.2822, Type II. 2. Cold process liquid roof coating conforming to ATM D-3019, Type I1. 3. Structural bonding adhesive conforming to ASTM C•557 cr U -3498. 4. I lot steep asphalt conforming to ASRyt D -312. 5. Acrylic scaler for pointing exposed mortar (optional). IA t Ill OS: t' 1. Sheathing - material to conform to AI'A min. standards for min. 1/2' plywood. • 2. Wood nailcrs • pressure treated in accordance with local code requirements. Felt System 3 -'Ilvo -ply sealed sys lent (commonly called 30/90). 1. Cover roof deck with min. type 30 saturated rooting felt. Secure using tin -tars or cap nails max. 12' O.C. in field and along headlaps (local codes prevail). 2. Lap each course min. 2' and end joints 4'. Lap hip and ridge min. 6' and weave felt through valley areas. 3. Nail or staple drip edge metal directly on lop of type 30 felt. Fasten max. 6' O.C. within 1/2' of inside edge. Continue up gable ends lapping joints min. 3'. 4. Install standard roll flashing min. 16' wide down center of valley areas. Nail within t' of metal edges max. 6' O.C. Lap joints min. 6' and extend beyond fascia as required. S Install 'U type metal flush to base of walls and roof deck over type 30 felt. Nail 6' O.C. lapping joints min. 4' and apply plastic roof cement between laps. Seal along top edge of vertical flange, covering. all nail penetrations with plastic roof ccmcnt and membrane. (plashing at apron of wall/chimney may be installed after type 74 mineral surface felt (90 lb. felt)). 6. Apply plastic roof cement around base of pipes. turbines, vents, etc. poor to nailing and scaling unit base flashing to touring felt. 7. Cover type 30 felt and metal (lashings with min. type 74 mineral surface roll roofing (sit (commonly called 90 lb. felt) in hot asphalt or approved equal so that no felt touches felt. iiacknail using tin -tags or cap nails max. 12' O.C. 8. Lap each course min. 2'. Lap end joints and hip and ridge min. 6'. Weave felt through valley area TILE APPLICATION Mil 1111t_f ddniIl ll I111Il ll_ (recommended for min. code required roof pitch and greater) It is not recommended in areas subject to freeze/thaw. 1. Roof shall be clean, smooth and dry. 2. Avoid slacking tiles on roof which could endanger stability of structure; distribute slacks uniformly. 3. layout roof using horizontal chalk lines parallel to cave line to guide tile installation. Mark at 14' increments maintaining a tile hcadia' of 2'. Exposed lengths of installed tiles should no exceed 1 /4' beyond average. 4. Install thickbutt tile along cave line overhanging roof edge using guiding lip provided. Starting at lower left corner (facing down roof) set tiles in no 10' length mason trowel full of type 'M' mortar placed vertically under right side of tilt (with point of trowel facing up roof - recommended not previout course imvarJi head of tile being set to facili• prcjper bedding. Set tile in stepped course or vertivol fashion maintaining consistent hcadlap. Cut/break tile to form straight edge at center of hip/ridge or to meet wood nailers. Saw cut tile at finishing gable to avoid application of mortar to exposed roof areas. Use half and full starter with finishing tiles as needed. S. Nailing requirements in addition to mortar (local codes prevail) • a) For roof pitches 4:12 up to but not Including 6:12 and elevations up to .55 (t. fasten each tile in cave course with one 8d ruin. I IDG nail. Scat nail penetrations with plastic roof cement. b) For pitches 6:12 through 7:12 and elevations up to SS ft. fasten each tile in cave course and every third tile in every fifth course with one 8J min. I IDG nail. c) For pitches greater than 7:12 and elevations up to SS Ft. fasten every tile with one 841 min. 11DG nail. d) for all roof pitches at elevations greater than 55 It. fasten every tile with two 8d ruin. I IDG nails. 6. Valleys • Select closed or open valley. a. Closed valley • Miter tile to meet at center of valley. Open valleys • 1) Chalk parallel lines min. r on both sides of valley center. Place mortar beds along outside edge of lints and miter tile to form straight bonier along lines. Point voids to flush finish. —OR — I) Place min. one 2xd board on edge down valley center and apply continuous bed of mortar along edge of board. Cut/brcak and set tile min. 1' to max. d' from board. Line of mortar to be consistent throughout valley. Smooth and form mortar to match tile contours. 2) Separate board after initial set by sliding trowel along both edges. Remove board and point to finish (lightly sweep with brush or broom to match broomswcpt finish tile). 7. I lip and Ridge Nailer: - Secure with corrosion resistant nails on steep roof pitches of sufficient length to penetrate decking min. 3/4'. Install each tilt using one 8d min. I IDG nail driven into nailer in addition to mortar. 8. flip and Ridge Tile • Set over field tile in con- tinuous edge bedding of mortar lapping each tile min. 1'. Point and finish to match tile surface. 9. Wall Abutments - Cut/break tile to fit adjacent to wall base. Place mortar along base of wall to fill small voids between tile and wall and to provide consistent line along wall. Point to match tile contour. 10. Roof Protrusions • Cut tile to accommodate all roof penetrations and fill all voids with mortar. Point to match tile surface. 11. Acrylic Sealer (optional) • Apply to exposed mortar as required. 12. Tile Replacement: a) Full removal - break out damaged tile and existing mortar. Repair unJerlaymcnt if necessary. Set replacement tilt in new mortar bed. Prohibit any roof traffic for min. 72 hours. b) Tile removal only (small areas only) break out damaged roof tile and brush clean existing mortar bed. Apply min. one sq. inch of approved adhesive onto existing bed. Immediately set replacement tilt in place. c) Individual loose tile • elevate louse tile and apply min. 3/8' wide bead of approved adhesive on head of tile in course below. Immediately sct loose tile down into adhesive. D. Roof Trafficking - When absolutely necessary to traverse roof after setting time, walk on the tile hcadlap (overlap) in a horizontal or diagonal fashion. Refrain from vertical movement where possible. 1992 Mania Roof Tile, N1753 JAN -L - BH THU 1: 4'/ Fh ABC. SUPPLY, PRODUCT CONTROL NOTICE OF ACCEPTANCE Monier Lifetile LLC 135 N.W. 20 St. Boca Raton, FL 33431 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 97- 1124.13 Revises No.: 95- 0528.0 EXPIRES: 06/25 /01 FAX N0, 954 491 4489 P 1 METROPOLITAN DADE COUNTY, FLORIDA METAO•DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1583 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372-6339 Your application for Product Approval of: Bermuda Flat Tile under Chapter 8 of the Miami -Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Rcdland Technologies, The Center for Applied Engineering, Inc. and Professional Service Industries, Inc.. has been recommended for acceptance by the Building Code Compliance Office to be used in Miam - Dade County, Florida under the specific conditions set forth on pages 2 -8 and the standard conditions on page 9. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from ajobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. :tul Rodri_ ez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPUIFIC AND GENERAL CONDITIONS BUILDING CODE CQMMITTEE This application for Product Approval has been reviewed by the Miami Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Miami-Da ¢e ounty, Florida under the conditions set forth above. Charles Danger, P.E. Director Building Code Compliance Dept. APPROVED: 06/25/95 I Miami Dade County Internet mail address: postmaster @buildingcodaanline.00m Homspage:' httpi /www.bulldingcodeonline.com JAN -28 -99 THU 1:48 PM AEC, SUPPLY, MONIER LIFETILE LLC Tile Nails Test Product Product Dimensions Speclficgtions Descr)alj,Q,n Bermuda Flat Tile 1= 15" PA 112 Flat, interlocking, extruded w = 10 3 /g" concrete roof tile equipped with 1'/." thick two nails holes. For mortar set or adhesive set applications. Trim Pieces 1= varies PA 112 Accessory trim, concrete roof w varies pieces for use at hips, rakes, ridges varying and valley terminations. thickness Manufactured for each tile profile, FrodAt Rainproof 11 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Dimensions 30" x 75' roll 36" x 75' roll or 60" x 75' roll Test Specifications Product Description PA 104 Single ply, nail -on underlayment with 2" self - adhering top edge. Ice and Water 36" x 75' roll PA 103 Self-adhering Shield underlayment Wood Battens Vertical Wood Preservers Min. 1"x 4" Institute LP — 2 Horizontal Min. 1 9 x 4" for use with vertical battens or Min. 1 "x 2" for use alone Salt pressure treated or decay resistant lumber vattens Min. 8d x 2'' /" or PA 114 Appendix E Corrosion resistan min. IOdx 3" screw or smooth shank nails Page 2 of 9 FAX NO. 954 491 4489 P. 2 Product Control No.' 97 -1 124.13, 'Ianufacturer Protect -O -Wrap, Inc. (with current NOA) W.R. Grace Co. (with current NOA) generic generic u oaga, RR Roofing Product Control Examiner gdg= 79 A.20 / /#/11/a , 4 0 (117 / *Z/397 7 PERMIT APPLI CA FOR MIAMI SHORES VILLAGE Date � S r Job Address /0'.30 "A�• / • /01 s lifie - ax Folio Legal Description A)000--b/6. 7 oZl Owner/Lessee /Tenant Rej/ �� Master Permit # 7 3 - 9 Owner's Address /a330 4 / 6 L 0 S4 (gs / � Phone 7 7o� PCQ3 V J 9W )Z s - ,c i?ri.9 d ss# /3/ - -A one (V)77? Contracting Co. A// /'74/&/C ' I /1 Off/ /1A Qualifier Cti4 /14t ri /04"/"(1 Address State # ( (Co YS9/ Municipal # CCCd 4 (59 /0/Competency # Architect/Engineer Bonding Company Mortgagor N/4' Historically Designated: Yes No X Address Address Address Ins. Co. / Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENC SIGN WORK DESCRIPTION j/ 4��'` � / h a/ � (, � �n. r. 714— k-d 41 `J91t ?7 6-CI 81 11 e- — 7Va 7 MAkA E;(ftij 74 :7 Square Ft / CJ43 Estimated Cost (value) / / 0 co. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named con ctor to do the work stated. .40 ■11.■ ignature of •. er Presid No My Commission FEES: PERMI i/ ' RADON APPROVED: Zoning Building Mechanical C.C.F. Electrical esit4WINAItfSR M DSON My Comm Exp, 3/27/0 Bonded By Service I.r, No. CC543241 p ntractor or Owner - Builder on 11104ALISA GlDION My Comm Fsxp, 31fl/OQ Bonded By Service Ina No. CC543241 „r cergonalty KnmM 1 Mel I D. a -- BOND . ' - 711 4, TOTAL DUE Plumbing Engineering C6 -- pCcf1 CrY1 57 - S/ � (c F- <,P.(_ r LQ 2( 0 F _ e (Po Sr irqua } /.;g) )y A , Sa o 3 zs 25 Sum - '46 sa 2C a®, _ t% 2 071 oe �� it a F � — / 0 1 - I I .3 5'4-2 219 P ' TO - rfr<_- - 7 ? f? fe 0 c n L d vv1 a 7A(c -ct ic.1i C A-tA/ f22.�! 1 -� r - t / 2 641---r r vte ,,- 9 9 z... 1,90.11/ 4. e ( mot. o, S rA Ces .4 33 (OK) r « 21904 4 Co- 4--c;171 ar Si wv l,t e = 3 dv S ? C Edward A. LANDERS, P.E. CONSULTING ENGINEERS (305)823 -3938 Cfw b» c I o (Qsd Z Framing THIS CARD MUST BE DISPLAYED ON FRONT OF JOB. , ,, /u're4 Oilla9e Owner /".J Od I x'01 K Stro &lot) D FERMI NO. 4?'172 PLUMB! Temporary Toilet Septic Tank E LECTR ICAL`v 'PI. DKI-,73 Temporary Service ®�' (3 �'� Rough p r!I � g Air Cond. p \t G Ducts SPECIAL Sidawalks and Ilhl ai i -Ili+i Yard Spaces Sheathin Lot Subdivision Address 1230 NIE:. d2 ._111SHN 11 0 T I 0 E : All Sub - Contractors Must Obtain LICENSES and PERMITS Before Work is Started. No Work on Sunday No Work Before 7:30 A.M. No Night Wo Foundation Poo Wo IIle tures b too Final erv. echanical Slab c I 4. /modF vp6 0 5. 3 = 42 41N P (G-c-,);.) (, 3Z 2 /4 f2GUIc 7, 3 C(t Z _S ,i Ps Edward A. LANDERS, P.E. CONSULTING ENGINEERS 7(" 6.6(AAv ( / /.-? -pe ) Go 2 S^ ,v ee.f �°'c . -40 cp)] /vim we-(1 --s / 4.. = - 1 /6.IpsF (305)823 -3938 Ocr-o x/4t Arc' 6a. Q. 00zs6 (foxI 7. Oe_c_ 1 /9?' 4_, Give a copy of this Insualtion Certification Form to the inspector at the time of'the Final Inspection. (Rev. Dec. 87 by M.F.) METROPOLITAN DADE COUNTY, FLORIDA BUILDING & ZONING DEPARTMENT METRO -DADE CENTER • 111 N.W. ST. 3q /� SUITE 1010 oe 2-- MIAMI, FLORIDA 33128 -1974 BUILDING PERMIT No.: Project Name: /lir, ,19. 48q Job Address: / Ali /0 2 5 7' , Miami, Florida STATEMENT OF COMPLIANCE: We, the undersigned, hereby certify that the THERMEL INSULATION has been installed in the above referenced project, in compliance with the latest edition of the STATE OF FLORIDA ENERGY CODE, the APPROVED ENERGY CALCULATIONS, and Plans, and in accordance with good construction practice. The insulation furnished and installed has the characteristics shown below: (Check only applicable boxes) 1.- Exterior CBS walls insulation: R- S (Min.); Material. C.Aenora f Thickness: n inch(es); Density: lb/ft ; Mfgr: Gel/DreAl 2.- Exterior Frame /Metal Stud Walls: R- (Min.); Material: Thickness: inch(es); Density: lb /ft Mfgr: 3.- Exterior solid concrete walls: R- (Min.); Material: Thickness: inch(es); Density: lb /ft Mfgr: 4.- Interior walls separating A/C from non -A /C spaces insulation: R- (Min) Material: ; Thickness: inch(es); Density: lb /ft 5.- MULTI- FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON (PARTY) walls separating different tenants shall be insulated as follows: FRAME /METAL STUD WALLS R- 11(Min.); CBS or Concrete walls R -3 (Min.) by Energy Code requirements. See ENERGY CODE, Rev. 1/87, paragraph 9O3.2(b), on page 9 -17, latest edition. These "minimums levels of insulation ", are not included in the Energy Calculations, but shall be installed in the field. 6.- Above deck type ROOF INSULATION: R- (Min.); Material: Thickness: inch(es); Density: lb /ft Mfgr: 7.- Ceiling insulation: R- (Min.) ; Material: F /✓ e/e 6llts" Thickness: J° . ' inch(es); Density: lb /ft Mfgr: it.4~71/6? 8.- NOTE.- Densities of sprayed -on, loose fill, or any other composed -on -site insulation shall be the P.C.F.(lb /ft average of three (3) "DRY SAMPLES" of actual installation. Make photocopies of this sheet in your office, as required, for future jobs. Installed by: CESAR SANTANA INSULATION CONT. Insulation Company Name Insulation Contractor Signature Insulation Contractor CC #: 17271 Certify on: o.06`5' D G.C. /Builder: �I5 � ��.�! Company Name .C. /Builde gnature Building Contractor CC #: p DQO I g 5 i 4 Certified on: 2 Date TYPE SERV. CUSTOMER NUMBER RTE. ,,5- r 2- fZ, W6DL.VoLIP- ‘25C N. t ea - xcixd RETURN THIS PORTION WITH YOUR PAYMENT PURITY PEST CONTROL CO. P.O. BOX 56 -1613 f Miami, FL 33256-1613 a ❑ ❑ ❑ 661 -6300 -n m 0 a m r = Payment Due Upon Service a y Z R. ? IV = pv.wtl��s.. v • co n p 0 cn s = DATE SERVICED 2 -z- S� PREVIOUS BALANCE LAWN PEST CONT. OTHER PAYMENTS EMAN AMOUNT PAID FiebtARKO E1M9 ©F WED 0 cr C 7 TI D r z y 0 -< cn o T DUE /Z9,8/3 CHECK , "- K CASH cn ❑ r_ G i OFF.1 V794PG3T W REC. NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. //-3265 oa5 -0026) STATE OF FLORIDA: COUNTY OF 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. 6. Lender's name and address: Signature o Ow /� / /i2/ l Print Owners Name �14/C // 0 Sworn to and subscribe Notary Public Print Notary's Name My Commission Expires: GAIL p 1. Legal description 91 property and street address: ,e-cQ D �� • M G 1 i mho re . ' r2 04 - 2. Description of improvement: A 0) 7 rA4 r! 3. Owner(s name and address: n)/ .17)/ i e,s 3S/38 Interest in property: 000)4/ / Name and address of fee simple titleholder: ,-5/94 ®Gr) A/ 4. Contractor's name and address: ��D� Pr.JPT oZa f 7 (.._ l 17 7 / �o p' �� - Ot/ . � ��,L, 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ day of 19 / . AL N GAIL M MUNZ 93R045116 1993 JAN 28 13 :16 Pre N Y PUBLIC STATE OF FLORID COMMISSInN NO CO16577 MY COMMISSION EXP. JULY 14,199 PE ze. RECORDED IN OFR ICIAL RECORDS BOOR Of DADE (OUP Tr. fLORiDA. RICORD VERIFIED NA+t •Ei RUVIN CLERK CIRCUST COURT 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, Owner 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: , 1 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) ared by: tj/ &rJ'P e/ o LOG OF APPROVED INSPECTIONS TO COMPLY WITH SFBC 307.2 TYPE OF INSPECTION: FOUNDATION COMMENTS: l APPROVED BY: DATE: TYPE OF INSPECTION: REINFORCING Gp lv ji/5 fr ri'e .6€i' COMMENTS: /Z<77"1" APPROVED BY: DATE: TYPE OF INSPECTION: ROOF TRUSS, BRACING AND SHEATHING COMMENTS: / G2 ( tunA APPRO'VED BY: DATE: TYPE OF INSPECTION: WINDOWS AND DOORS COMMENTS: APPROVED BY: DATE: TYPE OF INSPECTION: AS -BUILT COMMENTS: APPROVED BY: DATE: TYPE OF INSPECTION: OTHER [SPECIFY] S L.A. b TRACTOR COMMENTS: r,(,R,t4s L,2361?--, 6.V.00 05 7 lab CSC -6 � APPROVED BY: DATE: TYPE OF INSPECTION: OTHER [SPECIFY] COMMENTS: APPROVED BY: DATE: March 17, 1999 RE: Woolfolk Residence 1230 102nd Street Miami Shores, FL Permit #43972 Dear Building Official: I have inspected the work done by JB Construction at the above mentioned property and have found it to be in compliance with my design as intended. All work was performed in a professional manner and followed the drawings with no major revisions. Sincerely, Daniel L. Robertson DLR: pdw OUR NEW ADDRESS: 846 LINCOLN ROAD; FIFTH FLOOR; MIAMI BEACH, FLORIDA 33139 1688 MERIDIAN DRIVE, SUITE 802, MIAMI BEACH, FL 33139, PH. 305/672 -5658, FAX 305/672 -6809 Date 02/01/99 Order Number 99 -0039 Client Tobia Ent. Inc. Phone Number (305) 205 -6241 Address • 1067 S.W. 92 Avenue., Plantation Florida 33324 Project Woof Folk Residence Address 1230 N.E. 102 Street., Miami, Florida Sample Location Stock Pile at the Job Site Soil Description Yellow silica sand Sampled by Raza I Reported To I Optimum Moisture ( %) 8.8 100% Max.Dry Density 106.2 98% Dry Density 104.1 95% Dry Density 100.9 Gradation Test /Passing 3 /4" sieve 100% % Moisture Dry Density 6.2 102.6 8.8 106.2 11.3 98.5 Sampled By Raza Tested By Abbasi Checked By W.Q. All State Engineering and Testing Consultants, Ina TESTING LABORATORIES - ENGINEERIS - INSPECTION SERVICES - CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES 25 East 4th Street, Hialeah, FL 33010 Tel : (305) 888 - 3373 Fax : (305) 888 - 7443 PROCTOR COMPACTION TEST TEST RESULTS Laboratory Number: 11006 Sample Number: 1 The following compaction test was conducted in accordance with the standard methods for Moisture/ Density relations of soil using a 101b. Hammer and 18" drop A -ASHTO designation T -180 -C 108 106 104 102 100 • 98 96 MEMUMIMplirairarplirairammernim mgcsuraNzasaCaliailhasiaaMmomum ti�■■ti�Iitiut■■tti■t�■■■■� ■■tititt•ti■•t111111t■■■•t111uu IIIIIINI■■M1111111111I•■■11•1111111■•=■■ea titttiti■tla.tla.titiuutuuu■■� titiuutitittitt�■tt�uu�■ ■aw tti■■Ii1∎∎••1■■111111111M uu tliutitititiutiuuti■■■■ Ii■■•utivaluuttMIIi■■ra titli■■titlatiti�ntt�uutla.■■u titi■■tira•tut�.�..��t�ut�■■t� ttiti■■titlat��■■tla.vuuu� ��■ ■titioti■■tie�uttiut� tiouti��uttilli■uuvt�■■� r attitut� .�tititt�■■■■■a�t�tti■rIa Ititi■■VA =tititli■I illIMMltuutCa 1111111WP - aaut•11tuut0u■■.v■■■■ tuts.: 111•IMaNIMuaoMI►s■■■■ ami■ommisa■■oaoamm tita►�utlsrititiuuu■■ta>a■■■ u1MMEMI oouaaaoMPIP i e �■■■■tittstti■■uti■tti■■■utti■ ti ti■■IMtiuuuts.uuul1•■• �a�■■000a■■■■■■oo�i ■tu uuaauouuoa■■■■a■o sM■■aoaaoonuo►:►!a 11111•■■Ioouu■■o■■u■aI• .. e■■aoaau000■■■■o ni ■■ast•a■■tts■■tti■■■uttl■u,tt■ ua■■•■•a•••o■■MIIIIN ou■■oEMMINI ■■■o■■■■u ■■rsa■■tltauuti■■u■ ■■■■■ ■■■■ ti0■■ti■uuMMII■■ti■ ual■■■ 5 6 7 8 9 10 11 '12 W?1SEEM QUADRI, P.E.# 51481 • ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. Should any subsoil conditions in the pro/Testy (area) tested be found different from those enooumered on the tested locations repotted on our Density Test, All State Engineering & testing Consultants, Inc. is not to be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. .5. Client Tobia Ent. Inc. Order #. 99 -0039 Address 1067 S.W. 92 Avenue., Plantation Florida 33324 Date . 02/01/99 Project Woof Folk Residence Gauge #. 7648 Address 1230 N.E. 102 Street., Miami, Florida 12" Lab ID # 104.3 Locations. 99 -854 Center area of slab in sitting room 99 -855 Center area of slab for covered patio 8.2 Maximum Density in the Field ( %) 98.2 100.3 Laboratory Identification Number. 99 - 854 99 - 855 Raza Grade Sampled By. Test Number. 1 2 Depth in inches 12" 12" Field Density. Lb / Cu Ft. (Dry Basis) 104.3 106.5 Moisture Contents. 7.7 8.2 Maximum Density in the Field ( %) 98.2 100.3 Compaction Requirement by specs % of maximum density. 95% 95% 100% Maximum Density (lab) 106.2 106.2 Proctor T -180 AASHTO Method C 11006 11006 Description of Material I Yellow silica sand Backfill I Subgrade Raza Grade Sampled By. Raza Tested By. Raza Optimum Moisture ( %) 8.8 Reported By Raza Checked By WQ All State Engineering and Testing Consultants, Inc. TESTING LABORATORIES - ENGINEERIS - INSPECTION SERVICES - CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES 25 Fast 4 Street Hialeah Florida 33010 Tel : (305) 888 - 3373 Fax : (305) 888 -7443 Field Density Test of Compacted Soils ASTM Method : D- 2922 -81 Wt EEM QUADRI, P.E.# 51481 ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. Should any subsoil casditiaos in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not to be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or maraca from our reports is reserved. Date 02/01/99 Order Number 99 -0039 Client Tobia Ent. Inc. Phone Number (305) 205 -6241 Address 1067 S.W. 92 Avenue., Plantation Florida 33324 _ Project Woof Folk Residence Address 1230 N.E. 102 Street., Miami, Florida Sample Location Stock Pile at the Job Site Soil Description Yellow silica sand Sampled by Raza 1 Reported To 1 Optimum Moisture ( %) 8.8 100% Max.Dry Density 106.2 98% Dry Density 104.1 95% Dry Density 100.9 Gradation Test /Passing 3 /4" sieve 100% % Moisture Dry Density 6.2 102.6 8.8 106.2 11.3 98.5 Sampled By Raza Tested By Abbasi Checked By W.Q. All State Engineering and Testing Consultants, Inc. TESTING LABORATORIES - ENGn•(EERIS - INSPECTION SERVICES - CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES 25 East 4th Street, Hialeah, FL 33010 Tel : (305) 888 - 3373 Fax : (305) 888 - 7443 PROCTOR COMPACTION TEST Laboratory Number: 11006 Sample Number: 1 The following compaction test was conducted in accordance with the standard methods for Moisture/ Density relations of soil using a 101b. Hammer and 18" drop A -ASHTO designation T -180 -C TEST RESULTS 108 106 104 102 100 • 98 96 � uu iQ� ° t�ua rum ° oii� 111111ffi■lINIMINIM■■•aos•■1E1 ■■11111MMIIIII■■o■•■•v■■u MINIIIII■■IMINIIMINIu•11•111ov•u B _ ■■MINEMIN11111111■•a■■■■s■■e MN■■aeIMa■■•aa110•■r731 =111111■•1111•1=1I•I• .rnooao■au ■■ =11111oia..2vaaa■■171 MUM ur.IIIIvANI■■avas■IN 11•11I•■■11111I-or•■■•11111110o1•1■a I�au�►ia�■■aa ►�■o■■� ME=■■,IIIIIIIMIN•■■011■■r Odd NNW "'4a•11olv■■oa■■.v■■■■ __.: aaMINIU■i.00■■►'■■■■ ratii■tararara■■oat�a�■i [III ■■0I•(vO■■OOan7■INI s�■■■a�o�■■o■■ooua■ �,t•■■a�as■■■■oasn■to aaa■■oo111MIM ■■ooV■o MNII•■■aMoMIIIulvaIIM■v■ aM■■IOOaaoanov ►:► l■■ 111111a■■I•oa1N111■■■ IIIMEI ■a E � e■■eoiaaooaoo■■ o t•■>.aM■ao■■I•■11111■t•■■■■.■■ M111a■■■■IOaa■■a■i■■a■■ IN Io11111•■aoaau■■■■a■■■■LIII at•■■oaa =■■a■■■■••■I.■■ 1111110•1•YYY•111■■aW EWA ■ 5 6 7 8 9 10 11 12 W EEM QUADRI, P.E.# 51481 • ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. Should any subsoil conditions in the property (area) tested be found different front those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not to be held responsible. M a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved Client Tobia Ent. Inc. Order #. 99 -0039 Address 1067 S.W. 92 Avenue., Plantation Florida 33324 Date . 02/01/99 Project Woof Folk Residence Gauge #. 7648 Address 1230 N.E. 102 Street., Miami, Florida 12" Lab ID # 104.3 Locations. 99 -854 Center area of slab in sitting room 99 -855 Center area of slab for covered patio 8.2 Maximum Density in the Field ( %) 98.2 100.3 Laboratory Identification Number. 99 -854 99 -855 Raza Grade Sampled By. Test Number. 1 2 Depth in inches 12" 12" Field Density. Lb / Cu Ft. (Dry Basis) 104.3 106.5 Moisture Contents. 7.7 8.2 Maximum Density in the Field ( %) 98.2 100.3 Compaction Requirement by specs % of maximum density. 95% 95% 100% Maximum Density (lab) 106.2 106.2 Proctor T -180 AASHTO Method C 11006 11006 Description of Material I Yellow silica sand Backfill 1 Subgrade Raza Grade Sampled By. Raza Tested By. Raza Optimum Moisture ( %) 8.8 Reported By Raza Checked By WQ All State Engineering and Testing Consultants, Inc. TESTING LABORATORIES - ENGGINEERIS - INSPECTION SERVICES - CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES 25 East 4 Street Hialeah Florida 33010 Tel : (305) 888 - 3373 Fax : (305) 888 -7443 Field Density Test of Compacted Soils ASTM Method : D- 2922 -81 WASEEM QUADRI, P.E.# 51481 ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. Should any subsoil conditions in the property ( area) tested be found different from those encountered an the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not to be held responsible As a mutual protection to client, the public and ourselves, all repots are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. • �'Y(a S' it:7n[ �'�1011!1•1,:.. I} • -�a.� f(e •:}ilw: . l�'o�� -, ;(0,{ rr " ;7:4:4' 01 �T�'�V.� �� ' f (y�!�Y�Vlp1 , 5+ ra'[ r:)d rr T OTti ..:7c '.lair = C_A,rl,eliro1 rl: ; '• \U t' VI /\ /'YL '(o ;Gt7lZtfit' {I:` olol:mr'f4l it lYlto 1 . ‘'Ti . rti• , .itlirO olif1 , a i 1 ° t; p } � yam -; � �al4=f , IL''1.�.� e : n711r1' 1- 1�1`�0�1?CJ) 1- 1: -_,ro c=gridr R :J , I HIB -91 Summar Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING . & BRACING METAL PLATE CONNECTED WOOD TRUSSES © It is the responsibility ofthe 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 Architects or Engineer's design• specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leadiag'technical personnel in the wood r o ll:�yfrr:,�ffr�lpr.�a�r , rr -;o ��=7 , �•Y �� r r410 iii1<:r4 � r r� raif�a �;� -7� i�} 0 r Tt ■ V•i. ^..•�Iilflr- fir• !l•� � +tij[ �.n't i r FJt }:�L �t ^�'� �IitOlo .` Y... silo■ 1 coin Y ... �� a :) fifp , 411 d/411,a / u e TRUSS STORAGE Y4 :roT. ) i r: 0T; . .oi 9r- urcl;. {:�.:1r �, o� •i _� :Xait:a ra:�:�. Frame , r:r o,:, t;1 , , . 'i ,. :,.I[ 7 1' •1131 ' 0l ,.01: TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison; Wisconsin 53719 (608) 833 =5900 truss 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..; . =AII, rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the. tJriteg States. ofAnierica. r:;v e. -r inr, 'r 1, • .1 . •I/:.7 •� ^IOl01ro c�: -:��- -!:. •fC'. /71v:V.r: It :TuC;01% YO' y y � 1nrCr �'!Il ora :y oi^ of al ll: 01;1.1 f0 1 8' -10' 8' -10' er.r„ +;y:r�• ► l.�oip��Yrrof:r•'�i�r ��:r�7. 0 T•-] Ire 1A _ _ / 1P oft :ra=re r!flofill,r•irdr1rll ir1 1- .1lr1aio,, .1.10.1l _ y � rr � �r'�ir� r � { `�rr��t{o • !Jl 0 +9d,4T 16 t e.. lli'� l • r�il�'!ri•' it el �cYc{ �,� i;lc 0 o : 1111111111 Jr' „Jr n” I 0 a 01r'c' 11011 f. !u, L(In);.. L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' L(in) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2 8.3' 150" 3/4" 12.5' 3 : Up to 24' Over 24' - 42' Over 42' - 54' Over 54' MINIMUM PITCH 3/12 3/12 3/12 TOP CHORD' LATERAL SP 8' 7' 6' TOP CHOR DIAGONAL BRACE SPACING (DBS) [# trusses] SP /DF 17 10 6 SPF /HF 12 6 4 See a registered professiona engineer DF - Douglas Fir -Larch HF - Hem -Fir MONO TRUSS; t' /4'L4 laximum tisplacement 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 purling are attached to the topside of the top chord. SP - Southern Pine SPF - Spruce - Pine -Fir 1' :tl!.in- ,e ' ( 1= & A..1 iti : _ , 1 J t -I of ^t•Itlr :Vq :- CO ; iii : :; 6.1" PLUMB Truss Depth D(In) Lesser of D /50 or 2" Plumb Line Continuous Top Chord Lateral Brace — Required Attachment / Required —/ D(Inj 12" 24" 36" 48" 60" 72" 84" 96" 108" D /50 1/4" 1/2" 3/4" 1 -1/4" 1 -1/2" 1 -3/4" 2" 2" D(ft) 1 2 3 4' 5 6' 7' 8' 9' OUT -OF -PLUMB INSTALLATION TOLERANCES. tti 1 7.0 qtu) TALLATLON TOLERANCE 'i 1 Frame 6 12 — I 3 or greater 0' All lateral braces lapped at least 2 trusses. L(In) t Lesser of L/200 or2" L(In) Lesser of L/200 or 2" OUT -OF -PLANE INSTALLATION TOLERANCES. \ � ��t Vet' �i� ' ii'L- / biji � 1 � ; JR,co lt1 9 \ C4,6itat a(1��JrJ1X�'�hl�tz Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM DEPTH 30" 42" 48" TOP :CHORD LATERAL BRACE SPACING(L B 8' 6' 5' TOP.: c DIAGONAL BRACE SPACING';(DB [# trusses] SP /DF. 16 6 4 SPF /HF 10 4 2 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir The end diagonal brace for cantilevered trusses niuet be placed vertical webs In Ilne with tl e'sup$ba G "" � 1, JJ i00 id ri l'flab End diagonals are .1,1id 4stability�encl�'fiiu�t3t�bup y - •��, ^� both'�e'�tds�`of�the truss'system`.: ; • , • ,-„., • o , 9k �k� '1 ^�f r ° 1' a t10 Ifl t m \ 4x2 PARALLELCHORD TRUSS;TOP CH 2x4 /2x6 PARALLEL CHORD: TRUSS Top chords that are laterally braced can buckle together and a use collapse if there Is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purline are attached to the topside of the top chord. 1 Top chords that are laterally braced can buckle togetherand cause collapse it there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purline are attached to the topside of the top chord. :1.01 1;1!)-!-Q' • (Or . aim. IS 7 se � End diagonals re, stability and must be dup both ends of the truss system. Frame 5 2 0'( Da s) Continuous Top Chord Lateral Brace Required Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required 10" or Greater Attachment Required — - x x 30" or greater ,r 3w /z" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. so or Tess Ilia 0MM 91;.+.f., le-. ,n•a' i i Caf -(1 -, d a • !'l•1 y_ :. ,;tin .. Tag Line 1 tJuse d 9 tip, or.trpaaea nd brace (Ea)■ Approximately '/a truss length Toe In Approximately '/s truss length • Truss spans leis than 30'.. • Approximately Y2 to % truss len • th Spreader SIN r10I01M11,- 1,-- ICI Less than or equal to 60" Toe In Tag Line Tag. ,Line Approximately 1 /2 to %truss len • th Toe In Spreader Bar Toe In Less than or equal to 60' • -e o • - Truses DSBA • sopn :pass er A1 �1 �l! ' �yr�•s:C 111 } C : i:• :( "o. Y� ( °iris: }il:ie(ol�. of fa r : VP,,Ij 1' CI 1? , • 11(i p ! freAlt.711144� • -y�. ! Y�rt :l ;"o 1.(�ii iliY•l1 Yo1^ - 1-:l .l i o jf.•:i y 1 '_F ii l•�� A ' l • ".. b � 4tl fm[ f j i ., �.� •T � r �•'f�4 C• �o) � l) )f'i lr:)d: �1 n,- (r)��('_Y. ��YD•ro j,i t fi ::"i . ^ a l:C . r, r rj 4.1(0 GROUND BRACING :BUILDING ;INTERIOR \\ �� \ Ground a�'.".. diaeo bra is (QB Note: 2nd d neer I t!+t! }N6'+ aasquate'capa round 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,!t floor o (o) :11 1 rf :111.:10.. I :, U , Tag ,Line . "MECHANICAL , INSTALLATION 'frame, . C 11" ., ielt �ia_� �; ,, 1�1: .,ot:i ti J I _.J \21 E \I111 /11 �%_ 7 Approximately Y3 to', truss length Greater, than 60' 10' 10' j I \I\ 1► I%I II6 - Approximately 1/2 to 34 truss'length • At or above F mid- height Strongbacki.. 'Sp(eaderBar • Tag Une Strongback/ SpreaderBar Tag Une Greater than 60' 10' GROUND BRACING BUILDING EXTERIOR • Drlvanv, • ground etal(M'. =.Typ cal vertical ` attachment Typical lhor4zontal tte n*mber w(th mulfipleitaltea'(HT) • • 51 Ground Brace \J Verticals GBV) of bi oup of true, (EB) :horde that are laterally braced can buckle her and cause collapse if there le no dingo- racing. Diagonal bracing should be nailed t underside of the top chord when puffins ttached to the topside of the top chord. o 28' r28' -42' r 42' - 60' r 60' Douglas Fir -Larch Hem -Fir tinuous Top Chord ral Brace uired Z 1 / — A 0' or Greater i ^ /1 rchment wired — 12 4 or greater MINIMUM PITCH DIFFERENCE 2.5 3.0 3.0 TOP CHORD LATERAL BRACE SPACING(LB 7' 6' 5' TOP CHORD DIAGONAL BRACE'. SPACING (DBg)'; • ( # SP/DF 9 5 SPF /HF 12 6 3 See a registered professional engineer SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. Frame 3 Up to 32' Over 32' - 48' Over 48' - 60' Over 60' 'MINIMUM PITCH 4/12 4/12 4/12 TOP:;' CHORD' LATERAL BRACE SPACING(LBS) 8' 6' 5' TOP CHORD DIAGONAL BRACE SPACING (DBs) (ti trusses] SP /DF' 20 10 6 SPF /HF 15 7 4 See a registered professional engineer DF - Douglas Fir -Larch HF'- Hem -Fir All lateral braces lapped at least 2 trusses. SP - Southern Pine SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace Required I � 10' or Greater Attachment / 1 Required — 1 PITCHED TRUSS — --I 'e. :,111-1'_ to .r��10a r, �"l�r.i_ dela }. °�11111�- a41, °�ti��'j if i�).�i°�iA� rft atl�rU .-II 0.1 °ICII•■?igt- Jl 12 5r V 4 444 Top chords that are laterally braced can buckle together and cause collapse it there isno diago- nal bracing. Diagonal bracing should be nailed ` to the underside or the top chord when purlins are attached to the topside of the lop chord. SCISSORS TRUSS 12 —� 4 or greater Bottom chord diagonal bracing repeated at each end of the building and'at same spacing as top chord diagonal bracing. DF - Douglas Flr -Larch HF - Hem -Fir ' - 1 Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH • 4/12 4/12 4/12 BOTTOM CHORD LATERAL BRACE SPACING(LBs) 15' 15' 15' BOTTO DIAGON SPACIN [# tr SP /DF 20 10 6 See a registered professional engine SPF /H 1 CHOR AL BRA, G (DBB) usses] er 15 7 4 SP - Southern Pine SPF - Spruce - Pine -Fi All lateral brace: lapped at least trusses. BOTTOM CHORD PLANE ,1 1 1 N,' 11e1e. I -IiC[ l' '!+rIlIti ti `. f11(07=}: 'a of IPo , '.t \uf i ,. /':\ I -,; al i(r111r17\1/'7; (o 0) . *010:Ird11 o WEB MEMBER PLANE r Permanent G Ps continuous lateral bracing ° c: as specified by the truss engineering. Frame 4 Cross bracing repeate at each end of the building and at 20' Intervals. OVERHANG WITHOUT RETURN GRADE OF LUMBER 2X4 Nol2N0 19 SP 2X4 Nol2ND 19 SP. 2X4 No,3 19 SP vC (PSF) L 0 30 15 )l1 0 10 vC, 2 Inch 0,C. M AXIVUv OVERHA \OS, TPI -92 Cr1', SSBC -91 STR, INCR, 33 y DRAWN BY U,A, CHECKED BY J I REP, STRESS YE OPTIONAL RETURN cc = M1Tek Industries Inc. LEDGER BOLTED TO THE TIE BEAM (BY BLDR) OVERHANG WITH RETURN • . V, « 1 No :' 36205 tA • • 0 Approved for M ` , ,usfrles Inc. .N GRADE OF LUMBER 1 PSF SOFFIT 2 PSF SOFFIT 2X4 2X6 2X9 2X6 No.2N0 19 SP 2 3 - 10 - 11 2 -10 -13 4 - 2-9 No.2 19 SP 2 - 9 - 1 9 -0-11 3 -0 -12 4 -4 -.11 No20 •19 SP 3-0-2 4 -4 -7 3-3 -2 4 - 8 - 12 NoIN0 19 SP ' 3 -0 =2 4 -5 -6 3 -3 -2 479 -11 Nol 19 SP 3 -1 -1 , 4. -7 -15 3 -4 -13 5 -0-9. No,10 19 SP 3 -3 -2 4 -9 -10 3 -677 5 -2 -5 NOSS 19 SP 3-7-3 5 -6 -12 4 -0 - 13 6 - 0 - 4 SS 19 SP 3 -8- 5 -9 -3 1 -2 -7 6 - 3 - 4 DSS 19 SP 3 -8-0 5 -10-7 4 -3 -5 6 -5 -7 OVERHANG WITHOUT RETURN GRADE OF LUMBER 2X4 Nol2N0 19 SP 2X4 Nol2ND 19 SP. 2X4 No,3 19 SP vC (PSF) L 0 30 15 )l1 0 10 vC, 2 Inch 0,C. M AXIVUv OVERHA \OS, TPI -92 Cr1', SSBC -91 STR, INCR, 33 y DRAWN BY U,A, CHECKED BY J I REP, STRESS YE OPTIONAL RETURN cc = M1Tek Industries Inc. LEDGER BOLTED TO THE TIE BEAM (BY BLDR) OVERHANG WITH RETURN • . V, « 1 No :' 36205 tA • • 0 Approved for M ` , ,usfrles Inc. .N 7'0" CORNER SET END. DEPT, MIAMI. TOP CHORD CONNECTION: 5'0" JACKS - 4,8 -D NAILS 3'0' 8 1'0" JACKS - 2,8 -D NAILS 3 i 12 MIN. P - 2.5 MAX. P - 10 3X4 BOTTOM CHORD CONNECTION: 2,8 -D NAILS 3X4 H COMMON JACKS REACTION - SIZE 1 - -503 35 4- -420 1.5 3 --406 1.5 16.97 P r - 5 -5 -6 2 2 3X4 2X3 5 9 -10-12 CORNER JACK COMMON JACK (TYP) - \ z OPTIONAL VERT. 4 -5 -6 CORNER JACK PARTIAL - ROOF LAYOUT 15'R DOUBLE BEVEL CUT AT THE END OF TOP AND BOTTOM CHORDS. 2X3 3 3X4 ►-i NOTE THIS DESIGN HAS BEEN CHECKED WITH 120 MPH WIND LOAD, WALL HEIGHT 10 FT MAX PROVIDE FOR UPLIFT AT BEARING WALL CONNECTIONS 150 LBS AT COMMON JACKS & 250 LBS AT CORNER JACK. CONN. FOR.. 45o_ VOW REACTJOri ::. 550: +1 UYUfT 4.. REACfioN (eY -IDLPI (L144 1Z J ) MINIMUM GRADE OF LUMBER T.C. 2X4 No.2 19 SP B.C. 2X4 No.2 19 SP Webs 2X4 No.3 19 SP -- LOADING (PSF) L D TOP 30 15 BOTTOM 0 10 SPACING : 24' 0.C. TPI- 95 .Crit. 5E8C STR. INCR.: 33 DRAWN BY 1 TAN CHECKED BY 1 JAI REP. STRESS: NO 0 0 M1Tek Industrles Inc. Approved for Inc. I ANDARD ROOF VALLEY ALLE1 DETA.IL PARTIAL ROOF LAYOUT 12 pitch 4 to 7 VALLEY AREA Strop 2x3 (typ) P © 48" o.c. see note (c) below 3 Supporting trU,iSC5 at 2' NOTES (a) Provide continuous bracin over 6' -3 ". Connect bracing on v er l w /2 - 8d nails and bracing v' ^'os to o fixed ot 9 rnust be tied point of each end, (b) ;pox. spacing or On g v erticol stucs= 8.-0" trusses with s pens ove,- 24' -0" the vertical should be spaced. , 6' -0" c.c. (c) Conn. for wind u Iiff w a, J 1G p w/ min, 1 1 �; max, go. twist strop at 4'_ � w/4, l Od nails 0., in tcrval^, each side of strop. Max 120 mph wind speed, , c;ll hcic;h(. (ASCE'-7 /e s 0 - `I c:,: (PSg ;0 45 10 )4 In nor. Supporting Truss Volley trusses at 2' —•0" c.c. ;m;:x. g TPI -92 Crit. SFBC -9S Revised: 7/7/94 RADE OF LUMBER 'o. 2ND 19. SP lo. 2ND 19 SP lo. 3 19 SP 6" wedge nailed to truss w /2 - 8d ton noils or bevel cut bottorn chord of valley truss, SIR. INCR.: 33% DRAWN BY: P.G. CHECKED BY: J.A,I. REP. STRESS:YES REV. 4 I 0 /9E JAI (; (5PU- MiTek Industries Inc. JAN :1. 1 Scc note ( 5x6 spi. (t>7) • Note: Plywood sheathing may be extended below valley trusses. Provide opening for straps to connect to trusses below, [RCPA,gCD 0 7 wIAW! C4.710E JaJ I (` • Approved for MiTek Industries Inc. '- VAL' -:,O = = =« «ACES -32 Ver. 1.1 »» [ 012221 ] Customer : WOOLFOLK -ADD. Project #: 98112352 Truss ID : T1 Span : 20 -8 -8 Quantity : 1 _ = Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS 1-2 =-3027 5 -6= 2920 2- 7 = -429 2-3 =-2714 6 -7= 2098 3 -7= 701 3- 4 = -2714 7 -1= 2920 3 -6= 701 4- 5 = -3027 4- 6 = -429 PROVIDE PROVIDE PROVIDE FOR 859 LBS UPLIFT AT JOINT 1 (0.65) FOR 859 LBS UPLIFT AT JOINT 5 (0.65) FOR 38 LBS HORIZ. REACTION AT JOINT 1 LOADING (PSF) L D TOP 30 15 BOTT 0 10 1 1 -19 -4 5 -9 -9 5 -9 -9 7 -2 -4 7 -2 -4 2X4 7 3X4 L. HL TO PK:10 -8 -1 LEFT HEIGHT:0 -5 -12 SPAN:20 -8 -8 MAX STRESSES TOP 1 -2 =0.376 BOTT 7 -1 =0.746 LL.DEFL. @6 =0.14 • REACTIONS - SIZE 1 = -1327 3.50 5 = -1327 3.50 10 -4 -4 I 14 -10 -15 4 -6 -11 4 -6 -11 5X6 3 13 -6 -4 6 -4 -1 6 3X4 3X6 SPL. 1 « «MARTINEZ.TRUSS » » Thu Dec 3 09:48:21 1998 Family # : 104 Top Pitch : 3/12 2X4 20 -8 -8 I 1 -1A -4 5 -9 -9 20 -8 -8 I 7 -2 -4 R. HL TO PK :10 -8 -1 RISE:3 -0 -13 RIGHT HEIGHT:0 -5 -12 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X4 No.2ND 19 SP < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.14,D.L= 0.12,T.L =0.26 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. DES 1998 = = =« «ACES -32 Ver. 1.1 »» Customer : WOOLFOLK -ADD. Project #: 98112352 Truss ID : H91 == eld(an16/1997),v1 20-8-8 Quantity : 1 L. HL TO PK:9 -3 -5 LEFT HEIGHT:0 -5 -12 LOADING (PSF) TOP 30 15 BOTT 0 10 REACTIONS - SIZE 1 = -1327 3.50 6 =-1327 3.50 PROVIDE FOR 849 LBS UPLIFT AT JOINT 1 (0.64) PROVIDE FOR 849 LBS UPLIFT AT JOINT 6 (0.64) PROVIDE FOR 33 LBS HORIZ. REACTION AT JOINT 1 1 1 -19 -4 5 -5 -14 9 -0 5 -5 -14 3 -6 -2 MAX STRESSES TOP 1 -2 =0.415 BOTT 6 -7 =0.818 LL.DEFL. @6 =0.21 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED [ 012222 1 11 -8 -8 2 -8 -8 5X6 5X6 8 7 3X4 3X4 3X6 SPL. 9 -0 1 11 -8 -8 20 -8 -8 9 -0 2 -8 -8 9 -0 SPAN:20 -8 -8 RISE:2 -8 -12 « «MARTINEZ.TRUSS » » Thu ThuiDec# 3 1998 Top Pitch : 3/12 15 -2 -11 20 -8 -8 1 1 -10 -4 3 -6 -3 5 -5 -13 R. HL TO PK :9 -3 -5 RIGHT HEIGHT:0 -5 -12 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X4 No.2ND 19 SP < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). DEFLECTION(IN.) L.L= 0.21,D.L= 0.18,T.L =0.39 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,NDS,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. :-)-r) DEC 1998. = = =« «ACES -32 Ver. 1.1 »» [ 012223 ] Customer : WOOLFOLK -ADD. Project #: 98112352 Span : 20 -8 -8 _ = Bld(10/16/1997),v1.1 FORCES - LOAD CASE #1 1- 2 = -7733 5 -6= 7475 2 -8= 929 2 -3 =-8262 6 -7= 7475 2 -7= 890 3- 4 = -8262 7 -8= 7475 3- 7 = -679 4- 5 = -7733 8 -1= 7475 4 -7= 890 4 -6= 929 PROVIDE FOR 1479 LBS UPLIFT AT JOINT 1 (0.58) PROVIDE FOR 1505 LBS UPLIFT AT JOINT 5 (0.59) PROVIDE FOR 25 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFT, Y = TOP ):[j4= 6,4],[j6= 3,1],[j8 =3,1], 1 1 -19 -4 7 -0 7 -0 LOADING (PSF) L D TOP 30 15 BOTT 0 10 L. HL TO PK:7 -2 -9 LEFT HEIGHT:0 -5 -12 REPETITIVE STRESSES NOT USED LOADING STRESS INCREASE LUMBER PLATE 1 1.33 1.33 LOADING TYPE UNIFORM CONCENTRATED 1 10-4-4 3 -4 -4 5X10 2X4 2 8 Truss ID : HG71 Quantity : 1 2X5 PANEL(PLF) / JOINTS(LBS) 3 7 MAX STRESSES TOP 1 -2 =0.936 BOTT 7 -8 =0.903 LL.DEFL.@7 =0.33 < L/360 1- 2= 90 2- 4= 203' 4- 5= 90 6= 787 8= 787 REACTIONS - SIZE 1 = -2554 8.00 5 = -2554 8.00 13-8-8 3 -4 -4 7X12 4 6 3X8 2X5 5X6 SPL. 20 -8 -8 1 1 -10 -4 7 -0 7 -0 1 10 -4 -4 13-8-8 20 -8 -8 I 7 -0 3 -4 -4 3 -4 -4 7 -0 « «MARTINEZ.TRUSS » » Thu ThuiDec# 3 09:48 :24 1998 Top Pitch : 3/12 R. HL TO PK :7 -2 -9 SPAN:20 -8 -8 RISE:2 -2 -12 RIGHT HEIGHT:0 -5 -12 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X6 No.1 19 SP WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 5- 6= 20 6- 8= 45 8- 1= 20 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.33,D.L= 0.27,T.L =0.60 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. DEC 1998 = = =« «ACES -32 Ver. 1.1 »» [ 012224 1 Customer : WOOLFOLK -ADD. Project #: 98112352 Truss ID : T2 Span : 18 -8 Quantity : 10 _ =Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS 1 -2 =-1963 3 -4= 1899 2 -4= 180 2 -3 =-1963 4 -1= 1899 PROVIDE FOR PROVIDE FOR PROVIDE FOR PLATE OFFSETS 528 LBS UPLIFT AT JOINT 1 (0.53) 788 LBS UPLIFT AT JOINT 3 (0.66) 33 LBS HORIZ. REACTION AT JOINT 1' (X= LEFT,Y =TOP):[j4 =3,2], 1 LOADING (PSF) TOP 15 L D BOTT 30 10 9 -4 9 -4 9 -4 9 -4 L. HL TO PK:9 -7 -7 LEFT HEIGHT:0 -5 -12 SPAN:18 -8 MAX STRESSES TOP 1 -2 =0.775 BOTT 3 -4 =0.407 LL.DEFL. @4 =0.07 5X6 2 4 7X6 REACTIONS - SIZE 1 = -990 8.00 3 = -1194 8.00 18 -8 9 -4 « «MARTINEZ.TRUSS » » Thu1Dec# 3 09:48:26 1998 Top Pitch : 3/12 18 -8 9 -4 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 1 1-10-4 4X4 3 R. HL TO PK :9 -7 -7 RISE:2 -9 -12 RIGHT HEIGHT:0 -5 -12 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X6 No.2 19 SP < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.07,D.L= 0.06,T.L =0.13 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. D EC 19 TYPE SERV. CUSTOMER NUMBER RTE. 1 45 - 12 - RETURN THIS PORTION WITH YOUR PAYMENT PURITY PEST CONTROL CO. P.O. BOX 56 -1613 Miami, FL 33256 -1613 661 -6300 tyie, WooL cSw�t 125=a E 102 .0 -C4.1. cam. 1 Payment Due Upon Service xcik cot DATE SERVICED 2 - 2 - V:3 PREVIOUS BALANCE LAWN PEST CONT. OTHER PAYMENTS TOTAL DUE /Z9,8/3 EMAN AMOUNT PAID REM S E MOO Or ©a m CHECK CASH ❑ ❑ "Ti D Z CO 0 CO c 0 co 33 sv • -13 3 p� • m - ' x0 oo C4 1\3 C71 0 • 0) w 0 w O = = =« «ACES -32 Ver. 1.1 »» Customer : WOOLFOLK -ADD. Project #: 98112352 Span : 18 -8 = = Bld(10/16/1997),v1.1 PROVIDE FOR 526 LBS UPLIFT AT JOINT 1 (0.53) PROVIDE FOR 786 LBS UPLIFT AT JOINT 4 (0.66) PROVIDE FOR 32 LBS HORIZ. REACTION AT JOINT 1' 1 L. HL TO PK:9 -3 -5 LEFT HEIGHT:0 -5 -12 LOADING (PSF) L D TOP 30 15 BOTT 0 10 REACTIONS - SIZE 1 = -990 8.00 4 = -1194 8.00 9 -0 9 -0 9 -0 9 -0 SPAN:18 -8 [ 012225 ] Truss ID : H92 Quantity : 1 9- t 8 1 0 -8 5X6 5X6 2 3 65 2X4 2X4 9-18 0 -8 5X6 SPL. MAX STRESSES TOP 1 -2 =0.932 BOTT 4 -5 =0.376 LL.DEFL. @4 =0.07 < L/360 18 -8 9 -0 18 -8 9 -0 RISE:2 -8 -12 « «MARTINEZ.TRUSS » » Thu ThuiDec# 3 09:48 :28 1998 Top Pitch : 3/12 1 1-10-4 1 R. HL TO PK :9 -3 -5 RIGHT HEIGHT:0 -5 -12 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X6 No.2 19 SP WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.07,D.L= 0.06,T.L =0.14 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,NDS,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. ��'�' DEC 1998 = = =« «ACES -32 Ver. 1.1 »» Customer : WOOLFOLK -ADD. Project #: 98112352 Span : 18 -8 = = Bld(10/16/1997),v1.1 FORCES - LOAD CASE #1 1- 2 = -6749 4 -5= 6523 2 -6= 959 2- 3 = -6523 5-6= 6523 2 -5= 0 3- 4 = -6749 6 -1= 6523 3 -5= 959 PROVIDE FOR 1118 LBS UPLIFT AT JOINT 1 (0.53) PROVIDE FOR 1377 LBS UPLIFT AT JOINT 4 (0.60)• PROVIDE FOR 25 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFT ,Y= TOP):(j5= 2.5,2],[j6 =3,1], 7 -0 7 -0 L. HL TO PK:7 -2 -9 LEFT HEIGHT:0 -5 -12 LOADING (PSF) L D TOP 30 15 BOTT 0 10 7 -0 7 -0 REPETITIVE STRESSES NOT USED LOADING STRESS INCREASE LUMBER PLATE 1 1.33 1.33 LOADING TYPE UNIFORM CONCENTRATED SPAN:18 -8 [ 012226 ] « «MARTINEZ.TRUSS» » Thu1Dec# 3 09:48 :30 1998 Top Pitch : 3/12 Truss ID : HG72 Quantity : 1 f 11 -8 4 -8 5X10 6 5 2X5 5X6 SPL. 11 -8 f 4 -8 PANEL(PLF) / JOINTS(LBS) REACTIONS - SIZE 1 = -2098 8.00 4 = -2302 8.00 5X6 2 3 18 -8 7 -0 5X10 1 5X5 18 -8 7 -0 1-10-4 5X10 4 R. HL TO PK :7 -2 -9 RISE:2 -2 -12 RIGHT HEIGHT:0 -5 -12 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 1 -2 =0.817 TOP CHORD:2X6 No.2 19 SP BOTT 5 -6 =0.807 BOT CHORD:2X6 No.1 19 SP LL,DEFL. @6 =0.23 < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 1- 2= 90 2- 3= 203 3- 4= 90 4- 5= 20 5- 6= 45 6- 1= 20 5= 787 6= 787 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.23,D.L= 0.19,T.L =0.42 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. / (Aar" DEC 1998 = = =« «ACES -32 Ver. 1.1 »» Customer : WOOLFOLK -ADD. Project #: 98112352 Truss ID : CJ7 Span : 9 -10 -13 Quantity : 3 _ = Bld(10/16/1997),v1.1 FORCES - LOAD CASE #1 REACTIONS 1- 2 = -1664 4 -5= 1631 2 -5= 120 1 = -788 2-3= 0 5 -1= 1631 2- 4 = -1663 4 = -418 3 -4= 0 3 = -402 PROVIDE FOR 841 LBS UPLIFT AT JOINT 1 (1.07) PROVIDE FOR 281 LBS UPLIFT AT JOINT 4 (0.67) PROVIDE FOR 402 LBS UPLIFT AT JOINT 3 (1.00) PROVIDE FOR 150 LBS HORIZ. REACTION AT JOINT 1 1 2 -7 -7 LOADING (PSF) L D TOP 30 15 BOTT 0 10 LOADING STRESS INCREASE LUMBER PLATE 1 1.33 1.33 1 1 REPETITIVE STRESSES NOT USED • 4 -11 -6 4 -11 -6 4 -11 -6 4 -11 -6 L. HL TO PK:10 -0 -10 LEFT HEIGHT:0 -5 -12 SPAN:9 -10 -13 PANEL(PLF) / JOINTS(LBS) [ 012227 ] MAX STRESSES TOP 1 -2 =0.331 BOTT 4 -5 =0.516 LL.DEFL. @5 =0.06 < L/360 5 1 SIZE 3.50 2.50 1.50 1X4 LOADING TYPE UNIFORM 1- 2= 57 2- 3= 166 4- 5= 37 5- 1= 13 « «MARTINEZ.TRUSS » » Thu Thu1Dec# 3 02 1998 Top Pitch : 2.121/12 9 -10 -13 4 -11 -6 9 -1A -13 4 -11 -7 2X4 4 3X4 1 RISE:2 -2 -12 RIGHT HEIGHT:2 -2 -12 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). DEFLECTION(IN.) L.L= 0.06,D.L= 0.05,T.L =0.12 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. o EC 1998 = = =« «ACES -32 Ver. 1.1 »» [ 012228 1 Customer : WOOLFOLK -ADD. Project #: 98112352 Truss ID : CJ7A San 9 -10 -13 == Bld(10/16/1997),v1.1 4uantit Y 1 FORCES - LOAD CASE #1 REACTIONS 1 -2= -1664 4 -5= 1631 2 -5= 120 1 = -499 2-3= 0 5 -1= 1631 2- 4 = -1663 4 = -418 3 -4= 0 3 = -402 PROVIDE FOR 512 LBS UPLIFT AT JOINT 1 (1.02) PROVIDE FOR 281 LBS UPLIFT AT JOINT 4 (0.67) ' PROVIDE FOR 402 LBS UPLIFT AT JOINT 3 (1.00) PROVIDE FOR 150 LBS HORIZ. REACTION AT JOINT 1 LOADING (PSF) L D TOP 30 15 BOTT 0 10 LOADING STRESS INCREASE LUMBER PLATE 1 1.33 1.33 4 -11 -6 4 -11 -6 4 -11 -6 4 -11 -6 L. HL TO PK:10 -0 -10 LEFT HEIGHT:0 -5 -12 SPAN:9 -10 -13 3X4 5 1X4 MAX STRESSES TOP 1 -2 =0.331 BOTT 4 -5 =0.516 LL.DEFL.@5 =0.06 < L/360 SIZE 3.50 2.50 1.50 LOADING PANEL(PLF) / JOINTS(LBS) TYPE UNIFORM 1- 2= 57 2- 3= 166 4- 5= 37 5- 1= 13 « «MARTINEZ.TRUSS » » Thu ThuiDec# 3 09:48 :33 1998 Top Pitch : 2.121/12 9 -10 -13 4 -11 -6 9 -10 -13 4 -11 -7 2X4 4 3X4 RISE:2 -2 -12 RIGHT HEIGHT:2 -2 -12 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP SPACING • 24.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). DEFLECTION(IN.) L.L= 0.06,D.L= 0.05,T.L =0.12 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. DEC 1998 = = =« «ACES -32 Ver. 1.1 »» [ 012229 ] Customer : WOOLFOLK -ADD. Project #: 98112352 Truss ID : J7 San 7 -0 == Bl Quantity 9 FORCES - GRAVITY LOADS 1 -2= 0 3-1= 0 2 -3= 0 PROVIDE FOR 451 LBS UPLIFT AT JOINT 1 (0.78) PROVIDE FOR 265 LBS UPLIFT AT JOINT 2 (0.87) ' PROVIDE FOR 149 LBS HORIZ. REACTION AT JOINT 1 3X4 1 1 1 -10 -4 L. HL TO PK:7 -2 -9 LEFT HEIGHT:0 -5 -12 LOADING (PSF) L D TOP 30 15 BOTT 0 10 SPAN:7 -0 MAX STRESSES TOP 1 -2 =0.415 BOTT 3 -1 =0.211 LL.DEFL. < L/360 REACTIONS - SIZE 1 = -575 3.50 3 = -68 2.50 2 =-304 1.50 7 -0 7 -0 « «MARTINEZ.TRUSS » » Thu1Dec# 3 09:48:35 1998 Top Pitch : 3/12 7 -0 7 -0 3 RISE:2 -2 -12 RIGHT HEIGHT:2 -2 -12 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. " 19 = = =« «ACES -32 Ver. 1.1 »» [ 012230 Customer : WOOLFOLK -ADD. Project #: 98112352 Span : 5 -0 _ = Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS 1-2= 0 3 -1= 0 2 -3= 0 PROVIDE FOR 393 LBS UPLIFT AT JOINT 1 (0.85) PROVIDE FOR 187 LBS UPLIFT AT JOINT 2 (0.88) PROVIDE FOR 108 LBS HORIZ. REACTION AT JOINT 1 2X4 1 { 1 -10 -4 L. HL TO PK:5 -1 -14 LEFT HEIGHT:0 -5 -12 LOADING (PSF) L D TOP 30 15 BOTT 0 10 { SPAN:5 -0 MAX STRESSES TOP 1 -2 =0.203 BOTT 3 -1 =0.103 LL.DEFL. < L/360 Truss ID : J5 Quantity : 7 REACTIONS - SIZE 1 = -465 3.50 3 = -48 2.50 2 = -214 1.50 5 -0 5 -0 « «MARTINEZ.TRUSS » » Thu1Dec# 3 09:48:37 1998 Top Pitch : 3/12 5 -0 5 -0 { 3 RISE:1 -8 -12 RIGHT HEIGHT:1 -8 -12 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 !RUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). )EFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 'LATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 PHIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. OEC ; = = =« «ACES -32 Ver. 1.1 »» Customer : WOOLFOLK -ADD. Project #: 98112352 Span : 5 -0 _ = Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS 1 -2= 0 3 -1= 0 2 -3= 0 PROVIDE FOR 134 LBS UPLIFT AT JOINT 1 (0.51) PROVIDE FOR 187 LBS UPLIFT AT JOINT 2 (0.88) PROVIDE FOR 108 LBS HORIZ. REACTION AT JOINT 1 2X4 1 L. HL TO PK:5 -1 -14 LEFT HEIGHT:0 -5 -12 LOADING (PSF) L D TOP 30 15 BOTT 0 10 SPAN:5 -0 MAX STRESSES TOP 1 -2 =0.203 BOTT 3 -1 =0.103 LL.DEFL. < L/360 [ 012231 ] Truss ID : J5A Quantity : 1 5 -0 5 -0 5 -0 5 -0 • REACTIONS - SIZE 1= -261 3.50 3 = -48 2.50 2 = -214 1.50 « «MARTINEZ.TRUSS» » Thu Dec 3 09:48:39 1998 Family # : 205 Top Pitch : 3/12 RISE:1 -8 -12 RIGHT HEIGHT:1 -8 -12 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. �i'�" DEC 1998 = = =« «ACES -32 Vera 1.1 »» [ 012232 ] Customer : WOOLFOLK -ADD. Project #: 98112352 Span : 3 -0 _ = Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS 1 -2= 0 3 -1= 0 2-3= 0 PROVIDE PROVIDE PROVIDE FOR 336 LBS UPLIFT AT JOINT 1 (0.95) FOR 110 LBS UPLIFT AT JOINT 2 (0.89) FOR 66 LBS HORIZ. REACTION AT JOINT 1 1 1 -10 -4 L. HL TO PK:3 -1 -2 LEFT HEIGHT:0 -5 -12 LOADING (PSF) L D TOP 30 15 BOTT 0 10 SPAN:3 -0 Truss ID : J3 Quantity : 6 MAX STRESSES TOP 1 -2 =0.066 BOTT 3 -1 =0.034 LL.DEFL. < L/360 • REACTIONS - SIZE 1 = -355 3.50 3 = -28 2.50 2 = -124 1.50 3 -0 3 -0 3 -0 3 -0 « «MARTINEZ.TRUSS » » Thu ThuiDec# 3 09:48 :40 1998 Top Pitch : 3/12 RISE:1 -2 -12 RIGHT HEIGHT:1 -2 -12 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). )EFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) ?LATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. vLe /(#> DE C 1998 = = =« «ACES -32 Ver. 1.1 »» Customer : WOOLFOLK -ADD. Project #: 98112352 Span : 3 -0 _ = Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS 1 -2= 0 3-1= 0 2 -3= 0 PROVIDE FOR 76 LBS UPLIFT AT JOINT 1 (0.50) PROVIDE FOR 110 LBS UPLIFT AT JOINT 2 (0.89) ' PROVIDE FOR 66 LBS HORIZ. REACTION AT JOINT 1 L. HL TO PK:3 -1 -2 LEFT HEIGHT:0 -5 -12 LOADING (PSF) L D TOP 30 15 BOTT 0 10 SPAN:3 -0 [ 012233 ] Truss ID : J3A Quantity : 2 3 -0 3 -0 3 -0 3 -0 MAX STRESSES TOP 1 -2 =0.066 BOTT 3 -1 =0.034 LL.DEFL. < L/360 REACTIONS - SIZE 1 = -151 3.50 3 = -28 2.50 2 = -124 1.50 « «MARTINEZ.TRUSS » » Thu Thu1 3 09:48:42 1998 Top Pitch : 3/12 3 RISE:1 -2 -12 RIGHT HEIGHT:1 -2 -12 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). )EFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. ()EC (1999 = = =« «ACES -32 Ver. 1.1 »» Customer : WOOLFOLK -ADD. Project #: 98112352 Span : 1 -0 = = Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS 1 -2= 0 3 -1= 0 2 -3= 0 PROVIDE FOR 278 LBS UPLIFT AT JOINT 1 (1.13) PROVIDE FOR 33 LBS UPLIFT AT JOINT 2 (0.96) PROVIDE FOR 25 LBS HORIZ. REACTION AT JOINT 1 LOADING (PSF) L D I'0 P 30 15 BOTT 0 10 1 L. HL TO PK:1 -0 -6 LEFT HEIGHT:0 -5 -12 SPAN:1 -0 MAX STRESSES TOP 1 -2 =0.004 BOTT 3 -1 =0.002 LL.DEFL. < L/360 [ 012234 ] Truss ID : J1 Quantity : 6 REACTIONS - SIZE 1 = -245 3.50 3 = -8 2.50 2 = -34 1.50 « «MARTINEZ.TRUSS » » ThuiDec# 3 09:48:44 1998 Top Pitch : 3/12 1 -0 1 -0 1 -0 1 -0 RISE:0 -8 -12 RIGHT HEIGHT:0 -8 -12 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP 3TR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 "RUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). )EFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 'LATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. DEC 1998 L. HL TO PK:1 -0 -6 LEFT HEIGHT:0 -5 -12 LOADING (PSF) L D FOP 30 15 3OTT 0 10 = = =« «ACES -32 Ver. 1.1 »» Customer : WOOLFOLK -ADD. Project #: 98112352 Span : 1 -0 = = Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS 1 -2= 0 3 -1= 0 2 -3= 0 PROVIDE FOR 18 LBS UPLIFT AT JOINT 1 (0.44) PROVIDE FOR 33 LBS UPLIFT AT JOINT 2 (0.96) • PROVIDE FOR 25 LBS HORIZ. REACTION AT JOINT 1 SPAN:1 -0 MAX STRESSES TOP 1 -2 =0.004 BOTT 3 -1 =0.002 LL.DEFL. < L/360 [ 012235 ] --- .--- « «MARTINEZ.TRUSS »» Thu Dec 3 09:48:46 1998 Truss ID : J1A Family # : 205 Quantity : 2 Top Pitch : 3/12 1 - 0 1 - 1 -0 1 -0 REACTIONS - SIZE 1 = -41 3.50 3 = -8 2.50 2 = -34 1.50 RISE:0 -8 -12 RIGHT HEIGHT:0 -8 -12 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP 3TR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 'RUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANL!NE(ASCE7 -93). IEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 'LATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. DEC 1998 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect and /or Engineer C.E. SHEPPARD, ROOFING INC. 41 N. W., -20 STREET, MIAMI, FT, Name and address of licensed contractor Location and legal description of lot to belru> on: Lot Block /15 Street and Number where work is to be done APPLICATION FOR BUILDING PERMIT State work to be done and purpose of building (by floors), state exterior colors (submit samples) @I'tG IF .37, 53 SAS' OF WHITE FLAT TILE ROOF AND 4,35 SQ,S OF 6 7PLY' FIBERGI ROOF and for no other purpose. Addition Repairs No of Stories 1 T be constructed of Kind of foundation � Covering TILE AND FLAT GRAVEL Estimated Total cost of improvements S 0f00 Amount of Permit S 1 "S - �o Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to 41. N. W. 20 STREET, MIAMI :, FL .33127 New Building MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT HAMELTQN 1230 N.E. . 102 STREET Remodeling Subdivision / z 0 S pZ Q Q "� 6 1230 N. E.. 102 STREET, MIAMI, SHARES The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons 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 t 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 agre to employ only such subcorac .rs, on work to be performed under this permit. as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA COUNTY OF DADE. } ss. Before me, the undersigned authority. a notary public, duly authorized to administer oaths and take acknowledgments. personally appeared CAROT , E - SHFPPARD and who, being by me first duly sworn, upon oath deposes and says that he is the PRESIDENT of the above described construction, that he has carefully read the regoin application, and that he did sign the same. and that all facts therein by him stated are true. Permit No. k 1 e Date Read, Sworn to and Subscribed before me. Disapproved C Date (Signed) Building Inspector My Commission Expires Date 01/19/ . 19 89 No. 1230 Street N. E.. 102 STREET Notary Public, State of Florida to me well known. PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 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 $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 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. --- 11 _ Date ehV 24 , 19 72 Owner's Name and Address � No.754 416_ Street._l2 Registered Architect and /or Engineer _ r Name and address of licensed contractor_____ ____ . ShzP Roo C0>z C°� 3398 N. �' 53 £& eet Location and legal description of lot to be built on: Lot.. Block Subdivision Street and Number where work is to be done �2� N. 102 iieP.�` State work to be done and purpose of building (by floors) !1�"/ OQ � ._ e _%fiP_S? peared Disapproved ___ _ .,,pp��___..___. Date (Signed) .___ 'd' Building, Inspector Chairman __. .. Member Member Council Approved MIAMI SHORES VILLAGE BI t,..DING INSPECTION DEPARTMENT APPLIftTION FOR BUILDING PERMIT and for no other purpose. New Building Remodeling Addition Repairs To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 2750.-00 Amount of Permit $ 7..J) Zone cubage required _ 4tJ!_LP.4.__ _ 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 fox said building. All notices with reference to the building and its construction may be sent to _ The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled 'General Laws of Florida, Pennanent 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, o work to be p formed under thj permit, as are licensed by Miami Shores Village. Remarks (Signed) No. of Stories STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments;_ 1;ersonallyap- 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 1. Date 22 a . R d, Sworn to and Sub ribed before me. Notary Public, State of Florida Commission Expires NOTARY PUBLIC, STATE 41Y PLANNING BOARD__ __.. COMMISSION EXPIRES JUN. 14, 197.4 DATEBONDED THROUGH FRED W. DIESTELHORST Member Member Member _Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has hrcn obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for ins' . on or faulty *erials and /or workmanship. BUILDING ELECTRICAL PLUMBING R9OFIC, Owner of Building n l IN jl�f.•G. Architect Contractor or Builder Legal ,` Lot 1 1 Description Bl Address of TM� . /' ) Building s r MIAMI SHORES VILLAGE. FLORIDA DATE /1 PERMIT N? 6282 Signed. Work to be performed under this Perini Subdi- vision Value of Project INS ECTOR BY Contractor's License No. 11 Amount of • II Permit $ r 195 / .2'7‘ a�t 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 it 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 sta -ments . siecifica•s and that he assumes responsibility for work done by his agents, servants or employees. BY In consideration of the issuance to me of this permit I agree to perform e wo covered hereunder in compliance with all ordinances and regulations pertaining reto and in strict conformity with the plans, drawings, statements or speci c. tions submitted to the proper authorities of Miami Shores Village. In ac- cepting pertaining I assume responsibility for, all work done by either, myself, y anent, servant or employee. AUTHORITY 6 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 luring progress of the work. Owner's Name and Address._ Registered Architect and /or Engineer Name and address of licensed contractor_ Location and legal description of lot to be built on: Lot Block Subdivisio Street and Number where work is to be done ! 3 p � �. __ 7 � State work to be done and purpose of building (by floors) 4 � Disapproved _ _ .J - - Date (Signed) _.. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT / ' Date 1 � � , I �J�/ No. 7- SP - Street and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of fo n tion Estimated Total cost of improvements $ (-5 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 Roof Covering 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 ins -ction on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such su j r actors, on work t• be performe nder this permit, as are licensed by Miami Shores Village. r , / �, i /7 r/ Remarks (Signed) _ STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated ar e. _ Permit No Date.___/ Read, Sworn to and Subscribed before me. Notary Public, State of Florida wilding Inspector ` My Commission Expires PLANNING BOARD DATE Chairman ........ Member Member Member Member .. Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder CONTRACTOR OR BUILDER MIAMI SH ®RES VILLAGE. FLORIDA ❑ DATE — 195S— ❑ PERMIT N? 2405 Contractor's License No. El Work to be performed under this Permit Legal Lot Subdi- Description 1 Bl vision Address of Value of Amount of ` -�' 4� Building ; _ , Project $ f s l Permit $ r "'""' 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 thee, plans or drawings cr in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. I ; Signed BY 1 INSPECTOR In consideration of the issuance to me of this permit I 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 ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY 6 ms. Name and address of licensed contractor Permit No Disapproved ( Signed) 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. Date Sept ember 22, 19 5 _ 5 Owner's Name and Address Guernsey Con st ru c ti on Co. No 102 31 Street N.E. I3Vh Ave. Registered Architect and /or Engineer Sheet Metal Spec. Co., 573 N.11. 7]s t St., Miami, Fla. Location and legal description of lot to be built on: Lot 2 Block 185 Subdivision BaY View Street and Number where work is to be done 1230 N.E. 102nd Street State work to be done and purpose of building (by floors ) of' on new residence and for no other purpose. New Building x Remodeling Addition Repairs No. of Stories One To be constructed of C.B.S. Kind of foundation Roof Covering tile & 'built up Estimated Total cost of improvements $ 899.00 _Amount of Permit $ 5.00 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) SHEET META L SPECIALTY COMPANY 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 thereiri by him stated are true. Date ' L Read, Sworn to and Subscribed before me. Date Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member —_ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A r inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materi and /or workmanship.