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1077 NE 98 St (16)Inspection Date: 03/27/2006 Inspector: Grande, Claudio Owner: SCOTT, JEFFREY Job Address: 1077 98 W6 . Sl Project: <NONE> Contractor: Building Department Comments Friday, March 24, 2006 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Re Occupancy Work Classification: Re- Occupancy Phone Number Parcel Number 1132050180240 Lot: Page 1 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 03/27/2006 Inspector: Grande, Claudio Owner: SCOTT, JEFFREY Job Address: 1077 98 W6 . Sl Project: <NONE> Contractor: Building Department Comments Friday, March 24, 2006 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Re Occupancy Work Classification: Re- Occupancy Phone Number Parcel Number 1132050180240 Lot: Page 1 of 2 (Rev 10/02/03) RE- OCCUPANCY APPLICATION Date 3 /»t /0 L. Contact Name S Co 7 Signature Miami Shores Village Building Department La*�l�cv� R1 C IVED MAR 2 4 2005 Buyer Seller Realtor )X Property Address 1 077 N g ° 8 S-L -r City Miami Shores State Fl Zip 'S3 U 3 9 I hereby certify that I understand that the zoning of the property is for single - family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village certifies only that the referenced property is being used for single - family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on the property. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate. Applicant Name S Co-- k/ a4e. , v - The foregoing instrument was acknowledged before me this 24 day of 11/100.4.1. , 20 CJ ( Q , by SC — Udc.&k - «-- , w rsonally known me or who has produced Sign: Print: My Commission Expires: Building Officials Approval: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 /Permit No. ( — 7t0Ca_ Loc ID ae s - 73 - 2..°1 �o Phone # 30S — 71 - 1 —09 $$ Company Name OW, ,o, Res,( as identification and who did take an oath. Re -Occ. Notary CCF Total $60.00 $5.00 $0.60 On behalf of Miami Shores Village, Florida, the undersizned certifies that the property • described in the above application has been inspected for purposes oEre- occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that stia property may be re- occupied by the above applicant for single-family residential .purposes. PAGE 2 OF 2 NI[A_Mi SHORES VILLAGE, FLORIDA Date of Certification:1 Z / o� THIS CER 1 L 1CATE VERIFIES THAT THE REFERENCED • PROPERTY HAS BEEN INSPECTED BY IvMIAME SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY " COMPLY WITH THE SCHEDULE OF REGULATIONS OF. THE - iMII.AMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE-FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE - FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND INTERES lhi) PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DE 1..RMINE THE CONDITION, • THEREOF. APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY to re- occupy the single family residence known as : (address) /077 /i7/ / 9 , Miami Shores, Florida. Legal Description: Lot: Block PB & PG: I hereby certify that I understand that the zoning of the property is for single - family residentiaruse and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re= Occupancy that may be issued by Miami Shores Village, certifies only that the referenced property is being used for single-family purposes and that such Certificate does not constitute any representation, warranty or cerafcation as to the condition of the dwelling or other structures on such property. Applicant /C Date / / / / Print Name * * * * * * * * * * * * * * * * * * * * * * * * ** Contact Name: Buyer Inspected Comments: Seller Application Fee (550) paid: Cash , hereby apply for a certificate * * * * * * * *** * * * * ** * * * * * * * * * * * * * * ** * * * * * * ** * * * * ** For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact: �L 2 7_3 _ / �G Telephone: 7 — 3 "3 / Realtor �� Company Name Check No. PAGE I OF 2 Approved L/ Denied 1; Date,-+) D r t2.) M i4 P-1 1 E, T 1 7 2.0 Ala . , S 161 b 24. , SUBJECT 14 ,4 /N P420 L. P / RfivG 7 f3ipc f20 it /9Zzo {� SPEED LETTER TO X3 LL &R Fog-co 1 ), E• FROM J J w 0� F•t2S — FOLD FOLD • 1 Gr yLine - .NAP -A -WAY FORM 44 -902 3 -PARTS PRODUCT OF WILSON JONES COMPANY © 1961 MESSAGE 5 ILL — 5t 1 " f /P1MJ /•vsr,GLf-n o•v tit}& /KA/A/ g E5J0 NCE Pot /S o«/PT L� /� 114L y /.S ( f /?s. ,!moo /d fPs S ,4LL o w4-eti s- REPLY t� X077 N.c-- 4? T '�Jf RETAIN WHITE COPY, RETURN PINK COPY detc44,4 SIGNED DATE DATE Mk/ 3/ 1977 19 SIGNED U. S. A. 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. Owner's Name and Address'.. .. t‘Q Registered Architect and /or Er Name and address of licensed contractor Street and Number where work is to be done Location and legal description of lot to be built on: Lot Block Subdivision Y'S\ IC '�17A I •1 - c i State work to be done and purpose of building (by floors) Council Approved Date 1 Date / I l L , 19 No Street and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $.: ^: ..1-S 'C. Amount of Permit $ 7 , c 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 axe licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit Date /(– r Y Read, Sworn to and Subscribed before me. Disapproved Date.__ (Signed) Notary Public, State of Florida Building Inspecto- My Commission Expires NG BOARD DATE Chainnan Member Member Member Member Member Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 0 r Cn „k 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. 3— a 2_ pp Date Owner's Name and Address. Kg & .Y C H 4. L 1' t ti /p No./ `' ? ? Street 'Y.. ,..._. - . ._ c. Registered Architect and/or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors) 3:X X ! >e L— Q w R . 1 E C < $ ' ' « k' , LU' 4. kick h ,x C and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Co ring Estimated Total cost of improvements $ Amount of Permit $ /.. - �,r” 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 pennit, as are licensed by Miami Shores Village. Remarks (Signed) 7 J L - ' ;r..,*, STATE OF O FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are ,true. Permit No / < / Date ) _ L Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) 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 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. Owner of Building Architect Contractor or Bulkier Legal Description, o to be performer u h ., °sus st4b �Y e nt, aervant or ? Perms BUMD1NG 0 ELEcnucAL PLO D PERMIT N? ROOFING O r4 Aess caf A 7 Lot This permit is rut ted:t herefor in strict co a'once w drawincs• scatemeatls or specfica^ time th V e the not done in coat piiaut granted is the understanding that the commeter ' ertaising Eb the' work covered he ;eby whether s one .by his agents, servants or employees. In consideration of the issuance to me of this per pertaining thereto and in strict conformity with the plans, accepting this permit I assume responsibility for all wo ! � ▪ ` . • ( e "RAOTOR OR BUfLDER MIAMI o . ROOFING 0 Architect Contractor or Builder Legal Description Address of Building This permit is granted to the contractor or builder named herefor in strict compliance with all ordinances pertaining drawings, statements or specifications that may have been s time if the work is not done in compliance with such ordinances granted is -the understanding that the contractor or `builder pertaining to the work covered hereby whether shown on the done by his agents, servants or employees. M IAM I . H ORES VILLAGE FLOR I BUILDING ELECIIIICAL 0 PERMIT t 1'G 0 X556 Work to be ps axmed un Owner of Signed In consideration of the issuance to. me of this permit 1 agree to p pertaining thereto and in strict conformity ith the plans, drawings, gatenteals In accepting this permit I assume respons fob all work done by either„ rays O OTOR O R B LDER BY 1► MIoRYrY APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect and /or Engineer ,✓ Name and address of licensed contract MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date \o ,19S _ ___... -. N �+ No Street_‘Q1!__-l. \_�L. 8r Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors) and for no other purpose. New Building Remodeling Addition Repairs V No. of Stories To be constructed of Kind of foundation Roof Covering O Estimated Total cost of improvements $ � Amount of Permit $ ` ` Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby sub the plans and specifications for said building. All notices with reference to the building and its construction may be sent to (� Disapproved Date (Signed) 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 5968, 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, work to be performed under this permit, as are licensed by Miami Shores Village. /� • Remarks (Signe STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date /b Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Commission Expires ANNING 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. PARTMENT _JILDING PERMIT crat= statement of the plans and specifications herewith submitted for the build - -11iapprcation is made in compliance and conformity with the Building Ordinance of Miami :ins of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved ,cept at building during progress of the work. `A.A .._ Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor ur 1 Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done State work to be done and purpose of building (by floors) f1 and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation o Cis e ring � tion yy Estimated Total cost of improvements $ � - 5 V -) Amount of Permit $ Zone cubage required plan Cubage_ .Z� 1 . j� `+' ���',1 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 STATE OF FLORIDA, COUNTY OF DADE. ss Permit No Date Disapproved ( Sig uilding Inspector NOTE: A charge of $1.00 will be made for the Planning Board. A re-inspection fee of $1.00 will be charged materials and /or workmanship. Subdivis ItaCP e Chairman Member Member Council Approved Date VILLAGE Date , 19 No Street 1, kY cal *5 PLANNING BOARD DATE Sworn to and Subscribed before me. 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 subcontreors, on work - . formed under this permit, as are licensed by Miami Shores Village. Remarks ( Signed ) it 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 ha fully read the foregoing application, and that he did sign the same, and that all facts therein by stated are true. Notary Public, State of Florida My Commission Expires Member Member Member Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty 4 - . - 11 f , r . o l ,I. c, - \c - • -- ( --_-_, i -,,- , cf,.. li j' WINGERTER LABORATORIES, INC. F`7 ?;/! Engineer's Laboratory and Inspection Service 0 - 17893 - 660 N. W. 71.1 STREET 1 - -5 2 18t MIAMI 38, FLORIDA REPORT OF: FLEXURAL TEST ON CORRUGATED PLASTIC SHEET ORDER NO 45 6 .1 CLIENT: Spun Lite Corp., 3788 N.W. 5PM Street, Miami, Florida SAMPLE: This sample is for pilot control purposes to compare to samples which will be exposed to outdoor weathering. PROCEDURE: A 10 x 3 section selected from stock by our representative on September 30, 1952. A semi - translucent, green, corrugated, glass fibre laminated plasic sheet. DATE OF TEST: November 3, 1952. REPORTED TO: Spun Lite Corp., Miami, Florida An 18" x 7 - 1/2" section of the plastic was cut from the sample and supported on knife -edges 13" apart, as shown in the accompanying sketch. A uniformly increasing load was applied by means of a standard testing machine until the specimen fractured. Incremental readings were taken on the Proving Ring Dial and an Ames Dial giving the Load applied and settlement, respectively. The Modulus of Rupture of the material, based on this test, is 13,200 p.s.i. Load and settlement readings are as follows: Load, lbs. Settlement, ins. Load, lbs. Settlement, ins. 20 .230 90 1,435 26 .340 100 1.560 35 .460 103 1.600 43 .56o 107 1.650 49 .660- 112 1.730 50 .675 115 1.965 60 .770 123 2.440 68 .920 Failure 70 1.090 Material failed under center of the 2" 84 1.255 loading block. Failure was a straight line about 3" long, perpendicular to the corrugation. Failure at 123 lbs. produces a maximum moment at center oil 350 pound - inches. Assuming the cross section of this plastic to be described by two parallel line curves, a section Modulus for 1 cycle was found to be 0.00442 in 3. Respectfully submitted, J. C. Jureit ENGINEER OF TEST W NGERTER LABORATORIES, INC. • erc As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. - • C ■■. 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W. 71st STREET -7 -52 1st MIAMI 38, FLORIDA REPORT OF: LOAD TEST ON CORRUGATED PLASTIC ORDER NO 1 56.1 SAMPLE: A 10t x 31 section selected from stock by our representative on September 30, 1952. A semi - translucent, green, corrugated, glass fibre laminated plastic sheet. tiATE OF TEST: October 25, 1952. A section of the plastic material was cut and firmly nailed with roofing nails to the wooden frame as shown in the accompanying sketch. Nails were spaced at every 5th node, which is 6" apart. The frame was arranged so that an area of 2t x 6t would be enclosed within the nails. The clear span was 22 -3/8" x 58 -3/8" (2 x 61 less thickness of 2" lumber). The loading was carried out in 60 -pound increments of uniformly dry sand. Heavy, waxed paper was spread on top of the plastic sheet to eliminate the possibility of any moisture in the sand affecting the plastic. An initial load of 120 pounds of sand was used, followed by 60 pounds increments, corresponding to a 5 p.s.f. load. An Ames Dial was attached to the center of the span to measure settlement. Dial readings were taken after every incremental load and at 2 and h minutes, then the sheet was completely unloaded and rebound readings taken at the same time intervals. As will be seen from the tabulated results, when a 60 p.s.f. load had been reached, it was main- tained for 25 -1/2 hours. When the plastic was finally unloaded, rebound readings were taken for 23 hours. Rebound had virtually ceased in that time. When the apparatus was dismantled the plastic sheet was examined. No damage was found except for some superficial scratching, probably aggravated by the loading and u of the sand, and slight sub - surface crazing of the material around the nail holes. upon it. J. C. Jureit ENGINEER OF TEST The material performed excellently under the testing imposed spectfully submitted, ‹!!-- WINGERTER LOOM 9 IES. INC. 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E. e■.■..■.■.. . ■ ■■.■■R■.■IrwAv:1C/.rmwri no! ■r■■....■ / eM./. a .IMMEMM ■.■ ■ ■■■MM ■ ■ ■e ■. ■. ■ ■. / ■e. Wadi` SiS.iNlrrUi /.iWNLZ∎A ■e ■M..■ ■■■..■■■■..■ ■ ■ ■e. ■e■.......■■ ■■..M■. ■ ■ ■a��� ��c� r.• + wr-muwwrNNmrtir ■ ■ ■ ■ ■M. MMEN M■ EM.M. MM■■\.■. M■.....■..■■■■ EE /...1+L.J`L ∎ ■.. ■ISM.■ ■■■.■■■■■...■■.■.■■■■■■■ reE■■ M.■■■.■■ eeM ■e.■■O■■eeee■eeeM■■eeesMee. ■MM REPORT OF: CLIENT: SAMPLE: SAMPLED BY: REPORTED TO: RESULTS OF TEST: J. C. Jureit E °'IG I NEEh OF MST ST WINGERTER LABORATORIES, INC. Engineer's Laboratory and Inspection Service 660 N. W. 7let STREET MIAMI 38, FLORIDA WATER ABSORPTION OF PLASTIC SHEET Spun Lite Corp., 3788 N.W. 52nd Street, Miami, Florida A semi - translucent, green,.corrugated plastic sheet -glass fibre laminated. Our representative on September 30, 1952. Spun Lite Corp., Miami, Florida Water Absorption of plastics in accordance with A.S.T.M. Designation D- 570 -42, Part 6, page 157. Laboratory Number Specimen 1. Thickness in inches 2. Percent loss in weight, after daying 24 hours at 50 °C. 5. Percent soluble matter lost during immersion 6. Percent water absorbed A B C Average 0.0619 0.0622 0.0624 0.0622 0.62 0.61 0.60 3. Tune of immersion 24 hrs. 24 hrs. 24 hrs. 4. Percent increase in weight after immersion 0.70 0.69 0.79 0.73 none none none 0.70 0.69 6810 0.61 0.79 0.73 7. There was no change in the physical appearance of the specimens. Respectfully submitted, WINGERTER LABORtiTORIhS, INC. 0- 17884 11 -25 -52 ORDER NO 456.1 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. WINGERTER LABORATORIES, -INC. 0 - 20811 Engineer's Laboratory and Inspection Service 3 -10 -53 PG 660 N. W. 71st STREET MIAMI 38, FLOREDA REMttT OF: NAIL AND RIVET PULL -0UT TESTS OF PLASTIC SHEET CLIENT: Spun Lite Corp., 3788 N.W. 52nd Street, Miami, Florida SAMPLE: A semi - translucent, white, corrugated plastic sheet, containing 2 ounces fibre-glass mat, designated No. 300, by the manufacturer SAMPLED BY: Our representative on January 30, 1953 REPORTED T0: Spun Lite Corp., Miami, Florida RESULTS OF TESTS 1st Series of Tests (Nail Pull -Out) PROCEDURE: The client supplied a nail of 1 -3/14" length by 1,/8" diameter with a 3/8" diameter head containing a neoprene. washer under the head. Samples of the plastic were driven into #2 structural pine with a nail as just described. Downward load was applied to the plastic as close to the nail as possible until the nail was withdrawn. In all cases failure occurred. by the head mf the nail pulling through the plastic. In no case was the head pulled off the nail. The neoprene gasket was not damaged in any of the three (3) tests. 11 2nd Series of Tests (Aluminum Rivet) PROCEDURE: J. C. Jureit ENGINEER OF TESTS Test No. 1 145 lbs. " n 2 100 " " 3 97 " Again the manufacturer supplied rivets of 3/16" diameter bg a nominal length of 5/16" with a head diameter of 3/8 ". As above the plastic was fastened to aluminum tubing by means of the rivets and load was applied to the plastic as close to the rivet as possible. Failures occurred by pulling the rivet through the plastic without disturbing or deforming the rivet head. Test No. 5 182 lbs. " " 6 116 " Respectfully submitted, WINGERTER LABORATORIES, INC. 4-go . .ORDER NO 1156.2 As a mutual protection to clients. the public and ourselves, all reports are submitted as the confidential property of clients. and authorization for publication of statements. conclusions or extracts from or regarding our reports is reserved pending our written approval. WINGERTER LABORATORIES, INC. 0- Engineer's Laboratory and Inspection Service 8 -20 -53 660 N. W. Tlei STREET p 0. ;11048 MIAMI 38, FLORIDA 1St REPORT OF: INTACT TEST OF CORRUGATED PLASTIC SHUT ORDER NO 655.1 A rectangular frame was made of 2" x 4" pine, such that the length was 6.0' and width 2.0', center to center. This frame was rigidly and uniformly supported 8" above the ground throughout the perimeter. The plastic sheet was secured to the frame with nails supplied by the client. This galvanized nail is 1 -3/4" long by 1/8" diameter with a 3/8" diameter head and a neoprene. washer under the head. Nails were at 5" centers, driven through the top nodes (Note: nails not driven in the valleys, since this is a code requirement and rain would be more apt to pass through). The .corrugations spanned the 2' spacing. The 6' length was one continuous sheet of plastic and nailed at 5" centers along the sides as well. For impact, a 50 pound bag of sand was allowed to drop freely on the center of the 2'x6' panel. The bag was first dropped from a height of 6 ", then 1', then 1 -1/2', 2', 2 -1/2', etc. Nails pulled gradually as the drop increased. At a drop of 5', the plastic failed completely by tearing plastic around nails and by two cuts in the center of the plastic, at each side of the bag. These were straight, about 6" long and were perpendicular to the corrugations. The aluminum sheet was cut to fit the same 2' x 6' frame. Due to the shape of standard metal corrugated sheets, two overlaps occur in the 6' length (see sketch). One node of overlap was provided. Same neoprene washered galvanized nails used as on plastic test. The aluminum was tested using the 50 lb. sand bag, as with the plastic - and the same procedure was used. At the 2' drop, the aluminum was torn loose from the nails by radial tearing of the aluminum. In general, the nail heads were not sheared off. There was no break in the material when struck by the bag. The galvanized steel was fastened to the 2' x 6' frame in the same manner as the aluminum, by cutting a 7' sheet into 3 pieces and mounting with a 1 node side lap ( see sketch) Same nails were used, one at alternate corrugations and same spacing was used in dropping the 50 lb. sand bag. At 3.0', the steel failed, primarily.by shearing off the nail heads. There was no break in the material when struck by the bag.' It is our opinion that the plastic performed much better than the steel and aluminum in the test. Respectfully submitted, WING;RTER LABORATORIES, INC. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. • • WINGERTER LABORATORIES, Engineer's Laboratory and Inspection Service 660 N. W. 71st STREET MIAMI 38, FLORIDA 1st REPORT OF: TECTS OF PLASTIC FOR C0- EFFICIENT OF LINEAR EXPANSION CLIENT: Spun Lite Corp., 3788 N.W. 52nd St., Miami, Florida SAMPLE: A semi- translucent, white, corrugated plastic sheet, containing 2 ounce fibre -glass mat, designated No. 300, by the manufacturer SAMPLED BY: Cur representative on Jan. 30, 1953• R PORTE") TO: Spun Lite Corp., Miami, Florida PROCEDURE: I N C . 0 -20E40 3 -10 -53 PG 456.2 ORDER NO A strip of the plastic, about 2 inches wide and 27.7 inches long was mounted in a large, steel,mic rometer. Measurements were taken at room temperature, then the complete apparatus was placed in an oven where it remained for 1 -1/2 hours and obtained a temperature of 127°F. The micrometer employed the use of an indicating dial which measured in thousandths of inches. At the end of the hour and a half, there was no perceptible change in dial readings. Since the entire micrometer was made of steel, it may therefore be deduced that the co- efficient of thermal expansion of the plastic is very close to that of steel, which would be 6.36 x 10 per unit length per degree. J. C. Jureit ENGINEER OF TEST Respectfully submitted, W GERTER LABORfTORIES, INC. I r As a mutual protection to clients, the public and ourselves. all reports are submitted u the confidential ptbperty of clients, and authorisation for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our 'mitten. approval. • let REPORT 'OF: CLIENT: SAMPLE: WINGERTER LABORATORIES, INC. Engineer's Laboratory and Inspection Service 660 N. W. 71st STREET MIAMI 38, FLORIDA FLAMMABILITY OF PLASTIC SHEET: Spun Lite Corp., 3788 A.W. 52nd Street, Miami, Florida Two corrugated plastic sheets #6810 - A semi - translucent, green, corrugated plastic sheet -glass fibre laminated. #6811 - An opaque, green, corrugated, glass fibre laminated plastic sheet. SAMPLED BY: Our representative on September 30, 1952, REPORTED TO: Spun Lite Corp., Miami, Florida RESULTS OF TESTS Laboratory Number Sample Number Physical Appearance Procedure J. C. Jureit ENGINEER OF TEST Thickness in inches 0.0612 Number of ignitions 1 Rate of burning, inches per minute, (Average of 3 Tests) 6810 1 2 A semi - translucent, green, corrugated plastic sheet. 0.76 6811 An opaque, green, corrugated plastic sheet. All tests were performed in accordance with A.S.T.M. Designation D- 635 -44. The results of these tests are tabulated as below. 0.0615 2 ORDER Self extinguishing Respectfully submitted, NO • NGERTER LABORATORIES, I INC. . . r 0 -17885 11 -25 -52 456.1 As a mutual protection to clients, we public and . ourselves, all reports are submitted as the confidential property of clients, and authorisation for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. REPORT OF: TENSION TEST OF CORRUGATED PLASTIC SHEET CLIENT: Spun Lite Corp., 3788 N.W. 52nd Street, Miami, Florida SAMPLE: #1 - A semi - translucent, white, corrugated plastic sheet, containing 2 ounces fibre-glass mat, designated No. 300, by the manufacturer #2 - A semi- translucent, green, corrugated plastic sheet, containing 2 ounces fibre-glass mat, designated No. 100, by the manufacturer SAMPLED BY: Our representative on January 30, 1953. REPORTED TO: Spun Lite Corp., Miami, Florida RESULTS OF TESTS Strips of plastic were cut from the corrugated sheet substantially in accordance with A.S.T.M. Designation D- 638 -49T, Type II. It was necessary to use Type II dimensions since the corrugations didn't provide flat specimens of greater width. The results are as given below. Size of Section Cross Sectional Breaking Ultimate Specimen Color at Break Area, sq.in. Load Strength Thickness Width Lbs. p.s.i. #1 White .078" .318" .0248 240 lbs. 9,676 ( #300) #2 Green .056" .265" .01485 169 lbs. 11,400 ( J. C. Jureit ENGINEER OF TESTS WINGERTER LAB .INC. Engineer's Laboratory and Inspection Service 660 N. W. 71st STREET MIAMI 118. FLORIDA Respectfully submitted, WINGERTER LABORATORIES, INC. 0 -20842 3 -10 -53 PG ORDER NO. 456.3 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients. and authorization for publication of statements, conclusions or extracts from or regarding our reports is.reserved pending our written approval. Hoffman Products, Inc. 3788 N.W. 52 Street Miami 42, Fla WGS:w Building Division March 11, 1953 To Whom It May Concern: Regarding your request for approval of this Division for the use of " Spunlite", I am familiar with your product and it is similar to two materials previously approved by the Board of Examiners and Appeals. On the basis of the Board action, "Spunlite" will be approved for use in the City of Miami, as follows: 1. For patio and carports roofs, interior decorations, bar trim corrugated signs, awnings and similar uses. 2. It would not be permitted as a structural member. % 3. The thickness would be not less than 1/16." Very truly yours, w W. G. STEPHAN Acting Supervisor - Building Division OFFICE: FACTORY: 83 -4631 Highland 4 -2047 PORCH PANELS BY Gentlemen: I I : Urn Fncls. March 25, 1955 i'diami Shores Building Dept. Miami Shores, Florida Office: 3500 CORAL WAY, MIAMI, FLORIDA Factory: 272 ARAGON AVE., CORAL GABLES, FLORIDA The enclosed diagram shoos our method of anchoring the members to the wall, to each other and to the foundation. In anchoring these to the wall and foundation, we use lead shields and 4" x 2" galvanized bolts. These bolts are set apart no more than 2' centers. In the panel assembly we 71.se aluninum bolts set approximately on the sane centers. ii sample of these bolts is herewith submitted. Yours very truly, A LUMI ± i JR A PLN!s'LS, INJ. BY J. ` i3 P L M. i ld President PANELS, INC.