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874 NE 99 St (7)
C \ w a- Miami S ores Village 10050 NE 2nd Avenue Phone: 305-795-2204 Permit Number: BP2002-483 Printed: 302002 Page 1 of 1 Applicant: Owner: r. Contractor SNAPP INDUSTRIES INC Local Phone: (305)635-0687 Parcel # 1132060192410 Job Address: 874 NE 99 ST Fees: Description Amount FEE2002-1401 Building Fee $6.60 FEE2002-1402 Building Fee $268.00 Total Fees: $274.60 Permit Stap!si.....4_14rQmed,„_PeupwArtivtjAni„..:,.912,t200,-2..:,..-.4:Gitniirriyetikiti-wrialittOTOO:00- GUNT iiii TO CONCRETE TIE-BEAMS If there is no permit package accessible on the Job-site for inspectors to verify, there will be no inspections. Re-inspection fee is $50.00, which must be paid in advance before caliing for another inspection. ,-r This.Permit is granted to the Con" tractor or builder named above to tons:1r..10:6re bit Min g or to install the equipment or device described.in the application herefor in strict compliance with all rn c\I .ordinances pertainia with the understanding that the work wig be performed In corripfianCe with any plans, drawings, 'statements or specifications that may tivi!4eensubniiited to • co n • and approved by the proper municipal authorities .• This Permit may be revoked at any time if the wink is not 'done in coMpliance With such ordinances or if the plans are changed without • . Lo in authcidzation. A further condition upon which this permit is granted is the understanding that the contractor or builder named aboveassumeS the responsibility for a thorough knowledge °Elbe . 1st ordinances and regulations pertaining 16 the work covered hereby whelher.shown On iheplans or drawings or in the statements or specifications and that he assumes responsibility for Work done rn by his agents, servants or. employees, . . Signed' Signed: Building Permit Address: 2902 NW 22 ST Cellular: Legal Description: MIAMI SHORES SEC 3 PB 10-37 LOTS 283 BLK 72 LOT SIZE 100.000.X Total Fees: $274.60 Total Receipts: $274.60 • . . ((NSPECTOR) BY: . In consideration of the issuance to me of this Permit; t agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in-strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village: In accepting this permit I assume responisibifity for all work done by either myself, my agent, evants or ernplo es: • (Contractbr orBuildet) • a—I Cr) 00 w - lar- . .• • • WA MAW SHORES VILLAGE 11- .:1-•' • BIALDING-DEPARTIVIENT 305-795-2204 Building Inspection Request- Date ! Time Type Insp'n Permit No. Name • if Re-Insp'n Fee . n . • • s _. • . • P ••■ , Address 19 /t .. , Company Phone if • For Inspector: • • • • - = Approved Correction A1 .? • • 0.••• 0....-1 „ / • - ' • • .----: . • • . / / • . . . ....6. 4. C•; .....) Y -- e Name kAile • • 4. • 4.`i 'A • S. .1 .■■■■• ^: W.; ,%••■••••■•• .; Miami Shores Village, Fla. riA DATE , g7'/ ive Q9 _C 512`11,7 8 D- OWNER OWNER ADDRESS INSPECTION TIME READY PERMIT NO. ':ONTRACTOR - LEPHONE NO. ECTOR ,IrrtiA44/( nvyl*ete) (ImalA DATE N m • CO m m m Date Time Type tnsp'n ( . Permit No. Name Address 0 t. ,'\{ /„.... L. Company x l.: Phone # /' j Re- lnsp'n Fee s • • MIAMI VILLAGE BUILDING.DEPARTMENT 305 -795 -2204 Building Inspection Request • 1 IqHORES VILLAGE BUI G DEPARTMENT 305-79-2204 Building Inspection Request Date , Time Type Insp'n Permit No. Name Address Company Phone # For Inspector: Name &D$ = / Approved It- Correction IJ Re-Insp'n Fee „ - 2. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request -3 (2q Date Type Insp'n Permit No. Name Time i (%-t) ‘ q f Address Company Phone # For Inspector: /ZY Approved �j d Correction Re- Insp'n Fee /-04/-vte _!cJc Z 0-( -‘31d - 75 s-"gget State # Bonding Company Dat, Job Address5 4 IJ'Ec CIP0''' =ESA10 Tax Folio / /JZ 4 4/9 24‘,/e Legal Description ,Qm/ Ss/O('ff Sc e /O -37 2gYJ X5'6& 7L --� P. ©ik. Owner / Lessee / Tenant 'J O N . Q _ V IP.5I % ,1'2„ � p Master Permit # yg 3 , Owner's Address 14 N I I �o l -N N\ , �' - �e�b Ctrili 361 Phone 1 Contracting Co . S N A P 1 rid Us-%ti es , T h G • Address (9 K1 ao"1.T1d S 'ems. 'Miarnl , G- 5 3 1 9'D Qualifier G11Art Srtvwp ss# Phone 305 - 1o35 -DloRi Architect /Engineer J UAO, -41 22,. - extcv.ui , e.E• Address 111 Ponce ..e.o'YI ( ' ` 2-21 Stoo rot C�o�l eB 1 34 3313 �{ Mortgagor .5?/4017 2 C r W tPZ A61 - 4 -• Address ZOO O- L'< -may; •am• Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SI( WORK DESCRIPTION equn1 t- ?.p -to r Cr'ne it. tae - earns. oo Square Ft. Estimated Cost (value)ID . WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO I SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTER TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YO. NOTICE OF COMMENCEMENT). Application is hereby made to obtain , permit to do work and installation as indicated above, a on the attached addendum (if applicable). I certify that all work will be performed to meet t: standards of all laws regulating construction in this jurisdiction. I understand that separa 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 wi be done in compliance with all applicable laws regulating construction and zoning. Furthermore, authos ove -named co ctor to do the work stated. igna Date: caner and /or Cylndd President / /42- as`•to er nd/ Q My Commission Expires: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Municipal # Competency # 3 Ins .Co . ilArman J,. QQID, . 1 . PEES: PERMIT o - 1 0 4D V RADON APPROVED: sid•nt 4>W ° 'BrGINNY DOOBAY RAYMOND MY COMMISSION # CC 894483 'tor f`C. EXPIRES: Dec 14, 2003 1-81' 3- NOTAF* Fla. Notarytervice & Boding Co. Zoning Buildin Mechanical Plumbing_ \/ Address Signature of Date: O r 11102 Cont for o'r' ...,. p.AV(,GINNY DOOBAY RAYMOND MY COMMISSION # CC 894483 ito EXPIRES: Dec 14, 2003 1 8OP -N0" Fla NdkUry Service &*onding Co. f�oE� aVt My Commission E NOTARY C.C.F. Fire — Other •n rector or Owner- Buil•er TOTAL DUE / 0 t Electrical Engineering February 13, 2002 SNAPP INDUSTRIES, INC. 2902 N.W. 22 STREET MIAMI, FLORIDA 33142 PH.: 305 - 635 -0687, FAX: 305 -638 -2131 ATTN: MR. GENE MILLER, PROJECT MANAGER. RE: JOHN WESSLEY RESIDENCE 874 N.E 99 STREET MIAMI SHORES, FLORIDA INSPECTION OF GUNITE REPAIRS. JUAN A. FERNANDEZ- BARQUIN, P.E. Structural Engineer 717 Ponce de Leon Blvd., Suite 222 Coral Gables, Florida 33134 Ph.: 305 - 443 -8860 Ph.: 305-443 -8080 Fx.: 305-443 -8045 juanfmandez @directvintemet.com The writer, a Professional Structural Engineer and Threshold Inspector, registered in the State of Florida, will perform the duties of a Special Inspector, as defined in Section 305.3 of the South Florida Building Code. The writer will be responsible to the Building Official of the City of Miami Shores, Florida, for the inspection of the concrete repairs to the concrete tie - beams. Note, the work to be completed is gunite repairs to the concrete tie - beams. Upon completion of the repairs, the writer will submit a letter stating that the concrete repairs were inspected and approved, and that they are also in compliance with the South Florida Building Code. If you have any questions please call. Respectfull Ju?�' Fe an z- Barquin, P.E. ' Z Structural Registration No. 40114 Threshold Inspector No. .... 0947 DOCS \SNAPP INDUSTRIES \JOHN WESSLEY.doc --Joy. ‘44Ley , c/r. EXISTING CONCRETE TIE -BEAM. EXISTING S" MASONRY. PROVIDE SNORING AS REQ'D. JUAN FERNANDEZ BARQUIN, P.E. STRUCTURAL ENGINEER P.E. # 40114 717 PONCE DE LEON, SUITE #222 CORAL GABLES FLORIDA, 33134 PHONE 443 -8080 1. ALL WORK IS TO BE INSPECTED AND APPROVED BY ENGINEER. ROOF TIE -BEAM GUNITE REPAIR DETAIL, k qa PRESENTLY SPALLED AREA. CHIP BACK CONCRETE ALL AROUND REINFORCING STEEL. SAND BLAST STEEL AND REPLACE WITH GUNITE. GUNITE WORK: L GUNITE IS TO BE PROVIDED SUCH THAT IT ATTAINS 3000 PSI AT 28 DAYS. 2. GUNITE 15 TO BE MIXED AS FOLLOWS: 12 MEDIUM SHOVELS OF CONCRETE SAND TO ONE -HALF SACK (100 LB.) OF PORTLAND CEMENT. 3. ALL AREAS TO BE COMPLETED MUST FIRST BE PREPARED BY CHIPPING ALL LOOSE AND SPALLING CONCRETE, USING A LIGHT CHIPPING HAMMER 4. INSPECT THE REINFORCING STEEL AND REPLACE ANY STEEL DAMAGED IN EXCESS OF 20%. SHOULD LAPS BE REQUIRED, PROVIDE 48 X BAR DIAMETER OR 30" MINIMUM. CONCRETE COVER TO BE MINIMUM 1.5 INCHES. 5. EMBEDMENT OF REINFORCING INTO EXISTING CONCRETE IS TO BE MINIMUM OF 6 ", USE HILT EPDXY. 6. SAND -BLAST THE EXISTING REINFORCING STEEL. ALL REINFORCING, TO BE COATED WITH ARMATEC 110 OR EQUIVALENT RUST INHIBITOR. EXISTING ROOF TO REMAIN. ROOF TIE -BEAM GUNITE REPAIR DETAIL SCAL E: N. T.S. C \LIBRARY \DETAIL$ BMREPO6 ' .5582 N.W. 7th STVi SUITE 202 MIAMI. FLORIDA 333128 TEL EPHONE; (305) 220-3171 FAX: (305)554.7822 , 4.4 . x9„ Ld /- - OCt - 72 /Cc oqo t • • Nam $ur11? �• Ll>T- 22 • LAND SL RVEYQA5 :•• - • • • • /a • /- ✓ 44.0°70 207- -3 /7.L' i Q 'BOUNDARY SURVEY Scale t" _ S5 sr: •• • • • • ••• • • • • • • • • • • • • • • • ( • •• • • /OCJ -- vP _1 /i97' 60 , n X leceC � SURVEY NO. • 6 SHEET NO. 4 cceiv 29./x' ° B Src N. • 6o6'C E z;4. 2 5582 N.W' 71h STREET. SATE 202 MIAMI, FLORIDA 33126' TELEPHONE (305) 220 -3171 F AX. 1d05) - 7822 DRAWN BY: A, �( A ARC. A/C = AIR CONDITIONER PAD. AE. = ANCHOR EASEMENT. NR . ALUMINUM ROOF. NS = ALUMINUM SIZED. ASPH. = ASPHALT. B C. = BLOCK CORNER. BLDG = BUIL DING. D M. = BENCH MARK. 13 0.0 = BASIS OF (BEARINGS C. = CALCULATED. C.B. = CATCH BASIN. C.B.S = CONCRETE BLOCK STRUCTURE. CBW = CONCRETE BLOCK WALL. CH. = CHORD DISTANCE. Cl 1. B. = CHORD BEARING. CL. = CLEAR. C.L.F. = CHAIN LINK FENCE. C.M.E. = CANAL MAINTENANCE EASEMENT. CONC. = CONCRETE. C P. = CONC. POPCII C S = CONCRETE SLAB. D.E. = DRAINAGE EASEMENT D M E. = DRAINAGE MAINTENANCE EASEMENT DRIVE. = DRIVEWAY. o = DEGREES E. = EAST. . E.T.P. = ELECTRIC TRANSFORMER PAD. ELEV.. ELEVATION. ENCR. = ENCROACHMENT. F.M. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE. F.I.R. = FOUND IRON ROD. F.F.E. = FINISHED FLOOR ELEVATION. Property Address: 874 NE 99 ST, MIAMI, FL 33183 For: JON WESLEY ABBREVIATIONS AND MEANINQ F.N.D. = FOUND NAIL 8 DISK FR. = FRAME. FT. = FEET. FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM. F.N. = FOUND NAIL. H. = HIGH (HEIGHT). IN. 8 EG. = INGRESS AND EGRESS EASEMENT. L P = LIGHT POI. E. L F.E. = LOWEST FLOOR ELEVATION. L.M.E. = LAKE MAINTENANCE EASEMENT. ' = MINUTES. M. = MEASURED DISTANCE. MON. = MONUMENT. M/H. = MANHOLE M/L. = MONUMENT LINE. N A.P. = NOT A PART OF. NGVD= NATIONAL GEODETIC VERTICAL DATUM. N. = NORTH. N.T.S. = NOT TO SCALE. • NO. = NUMBER. O /S. = OFFSET. OH. = OVERHEAD. O.H.L.= OVERHEAD UTILITY LINES OVH. = OVERHANG. O.R.B. = OFFICIAL RECORD BOOK. PVMT. = PAVEMENT. PL. = PLANTER. P /L. = PROPERTY LINE. P.C.C. = POINT OF COMPOUND CURVE. P.C. = POINT OF CURVE. PT. = POINT OF TANGENCY. POC. = POINT OF COMMENCEMENT P08. = POINT OF BEGINNING. • . . • • • • • ... • • . • . • .. .. • . • . . !.11. $ aim LAND SURVE.YO .. . . . •... P.R.C.. POINT OF REVERSE CURVE. PROP. COR.. PROPERTY CORNER. P.B.. PLAT BOOK. PG. = PAGE. PWY = PARKWAY. PRM = PERMANENT REFERENCE MONUMENT. P.L.S. = PROFESSIONAL LAND SURVEYOR. R. = RECORDED DISTANCE. RR. = RAILROAD. RES. = RESIDENCE. R/W. = RIGHT-OF-WAY. RAD. = RADIUS OR RADIAL. R.P. = RADIUS POINT. RGE. = RANGE. SEC. = SECTION. STY. = STORY. SWK. = SIDEWALK. S.I.P. = SET IRON PIPE L.B. #6044 S. = SOUTH. S.N.D. = SET NAIL 8 DISK L.8.46044. SP. = SCREENED PORCH. "= SECONDS. T. = TANGENT. TWP. = TOWNSHIP. U.E. = UTILITY EASEMENT. UTIL. = UTILITY. .U.P. = UTILITY POLE. W.M.. WATER METER. W.F.. WOOD FENCE: W.S. = WOOD SHED. = CENTRAL ANGLE. W. = WEST. Y = CENTER LINE. 4- • ANGLE. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS. IF ANY, AFFECTING THE PROPERTY THIS SURVEY IS SUBJECT TO DEDICATIONS. LIMITATIONS. RESTRICTIONS. RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING 1111.E COMPANY BOUNDARY SURVEY MEANS A DRAWING ANO!OR A GHAPIIIC REPRESENTATION OF TIIE SURVEY WOR, PERFORMED IN THE FIELD. COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. • EASEMENTS AS SHOWN ARE PER PLAT BOOK. UNLESS OTHERWISE SHOWN THE TERM 'ENCROACIIMENT' ME INS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS. RESTRICTIONS AND SETBACKS AND THEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZA I ION TO AUTHORITIES IN A NEW CONSTRUCTION, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND/OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR TIIE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY, 111E FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE Situated in Zone: X Community /Panel /Suffix: Date of Firm: 03/02/1994 Base Flood Elevation: Certified to: JON WESLEY AND SUSAN WESLEY LEOPOLD & LEOPOLD, P.A. COMMONWEALTH LAND TITLE INSURANCE COMPANY SUNTRUST BANK, MIAMI N.A. ... • • • • • • 0.00 r X 0.001 REVISEDON • • • • • • .. • . . • ••• • ••• LOCATION SKETCH Scale 1" = x r k x SURVEY No. SHEET NO. Survey of Lot: 2 -3 Block: 72 Subdivision: MIAMI.SHORES SECTION NO. 3 According to the Plat' thereof as recorded Lfl elaerH1at liook No. 10 at Page No. 37 of the public records of I NIXAI: -4A C ounty, Florida. ••• ... . . . . .. ••• •• LEGEND TYPICAL 2). IF SHOWN, ELEVATIONS ARE REFERRED TO 3). THIS IS A SPECIFIC PURPOSE SURVEY. REVISED ON 120652- 0093 -J 98- 0008564 OF Date: 11/12/1998 WOOD FENCE. CHAIN LINK FENCE. C.B.S. WALL (C.B.W.) EXISTING ELEVATIONS. PROPOSED ELEVATIONS. $URVEYORS'SNOTES' 1). IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY TOWNSHIP MAPS. B.M Y ELEV. OF N.G.V.D. OF 1929. 4). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. I HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G)7.6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. v B f ga i e r IBARRA (DATE OF FOR K . 0-5.A57 P O FES$ I ONAL LAND SURVEYOR NO. , 3 STATE OF FLORIDA. (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). Contractor SNAPP INDUSTRIES INC Local Phone: (305)635 -0687 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 3/8/2002 i Applicant: � % ti � CL Owner: J Parcel # 1132060142410 Job Address: 874 NE 99 ST Fees: FEE2002 -1401 FEE2002 -1402 This Permit is granted to the c ordinances pertaining thereto an and approved by the proper mur, authorization. A Further conditior ordinances and regulations perta by his agents. servants or emplo 8 In consideration of the issuance with the plans, drawings, stateme ° myself, my agent, servants or em Signed: Signed: FOR Page 1 of 1 Description Building Fee Building Fee Total Fees: Permit Status: Approved Permit Expiration: 9/2/2002 Work: GUNITE REPAIRS TO CONCRETE TIE -BEAMS r r r ■ Building Permit Permit Number: BP2002 -483 Address: 2902 NW 22 ST Cellular: If there is no permit package accessible on the job -site for inspectors to vc rif`, fee is $50.00, which Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 2 & 3 BLK 72 LOT SIZE 100.000 X Amount $6.60 $268.00 $274.60 Construction Value: $10,720.00 9233192 71, PAY TO THE ORDER OF Snapp Industries Inc. 3-83 Pk 305 -635 - 06 87 2902 NW 22714 St Miami, FL 33142 1 1 r 4 First Union National Bank N ° firstunion.com Org. 003 R/7 067006432 23640 63- 643/670 BRANCH 13095 DATE :a - 6 - 0 DOLLARS e ..r , . e. ■41P Ziff. . .I- - nc n 21: 2655 L04 ?95 ?74it Total Fees: $274.60 Total Receipts: $274.60 gna te: wner and /or C l /e2 as`-Eo Ownerrnd /olE/ Commission Expires: Zoning "� -.•�� = Al [ 1.1k.,1 I WIN r ux MIAMI SHORES VILLA(;; L .•r��o )ate Job Address :;. IJ lk C: T ' -}IC .egal Description J,gm •S'4C254 honer / Lessee / Tenant "...,01 >wner's Address See 3 o_ \ \&SI t 11 4 St'f %ontracting Co. S N A-P P _i nd L.S -}t1 P$ I r1 c- . ualifier V1C1 E.--" • SrUgpp ss# Phone 305 - 1p , 5 - O loB1 Address Address PLUMBING MECHANICAL e - Tax Polio / /3Z0(, O /4t 2V /0 ROOFING NoEary a') toJCont tor o PAVING PENCE SI( Signature of n ractor or Owner Builder Date: O‘11 oslo2 My Commission E p§ GINNY DOOBAY RAYMOND MY COMMISSION # CC 69 483 y � ij ol X 0 4 EXPIRES: Dec 14, 2003 143003N0 Fla. Nc*uy Service a*ondng Co. PERMIT 4 0 -.'nlJ RADON C.C.F. , 0 NOTARY TOTAL DUE 'ROVED: Fire Other $.4 0 Sig Z • Buildin Electrical Mechanical Plumbing Engineering r Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 - 26 ""A,r — . 51 �� 2 27 'F A F--3> 52 3 28 53 4 29 PA 4 'j.D 54 5 30 4 55 6 31 56 7 32 57 8 PA,* e..-(2 33 34 58 59 9 10 35 60 11 36 1 61 12 37 62 13 —L-- 38 39 63 64 _ 14 15 40 65 16 41 66 17 F 42 67 18 FAS5 *e--13 0 43 68 19 t 44 69 20 f 45 70 21 46 71 22 47 72 23 48 73 24 49 74 25 50 _� 75 Du Quesne & Associates, Inc. Owner's Name: 3.0 Os •-45 v M SITE SPECIFIC INFORMATION Job Address 7 u 1 S. ° 't , M t L1, &% Permit #• 4 6 " l . Roofing Contractor Q %ifs. t %TY goo F( '. C77 Type of Tile: Vt,NT - Date Installed Z B -al b Approximate Roof Height: � o feet Roof Pitch 3 ' f Z Type of Access to Roof: Scaffolds )( Ladder Other Approximate Square Footage of Roof: 2..1 ft 2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100 Date Tested. b,,, 10-0113 TEST RESULTS P = PASS, F = FAIL e Du Quesne, P Engineer 24513 Du uesne & ociates, Inc. E.B. License #0005245 Lab Certification #94- 0318.01 SKETCH OF ROOF IN BACK 7821 S.W. 24th Street • Suite 104 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 UTR 14202 Consulting Engineers Environmental • Civil • Structural Testing Laboratory Building Inspection Services ON -SITE CONCENTRATED UPUFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 IN ACCORDANCE WITH THE CRITERIA OF Py9TOCOL PA 106 THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. d si I /J` J!o /7 o�S 6 u �� ;� - - - o -- T IS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. Please Note: This form is not valid unless Company logo appears in color (burgundy) *4.✓ ant JOB SHEET MD. OF CALCULATED BY CHECKED BY SCALE DATE DATE NOTES: s Il II !__ ant JOB SHEET MD. OF CALCULATED BY CHECKED BY SCALE DATE DATE NOTES: KETCH OF ROOF JOB 014 tits Qg4T, s4 $k j SI P.,.Gc . 1. SHEET NO OF CALCULATED BY CHECKED BY DATE SCALE K TS DATE r5►% lc MEE _ Rom LPN ■ MEIN% 1111W _ �o A 1311 r2 e rn p• - ,. I as 6) NOTES: Q Carlos Arocho PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 2 -23 -98 Job Address 874 N.E. 99 Street Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee /Tenant Todd Johnson Master Permit# 4 Owner's Address 874 N.E. 99 Street Phone 754 -3001 ContractingCo.Quality Roofing Contractor, Tnc. SS# Address 13800 N. W_ 1st v nii 751 -0382 State # RC 0 0 5 8 6 2 7 Municipal # Competency # 17889 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Tear off old roof to wood deck, tin cap 301b. ASTM felt as per code install eave drip metals and valleys where required, mop on with type III asphalt one layer of 901b. ASTM felt and install Flat white Metro Tile adhesive set. Flat roof to install modified bitumen. Square Ft. 2 2 s q. Tile 6 s q. Flat Estimated Cost (value) $ 10,000.00 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, RQOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. ignature o APPROVED: Zoning Mechanical a- IG° Signature of Contractor or Owner- Builder Date r and/or Condo President Date bV yLlaQW r - �� Notary as to r) wner aigr Condo Presid My Commission Expires:::•: FEES: PERMIT • • RADON MARYLOU HERNANDEZ MY COMMISSION # CC 680474 EXPIRES: October 10, 2001 Bonded Thni Notary Public Underwriters Building Plumbing 3 -' -9 • ,. • 17., ' r'a MARYLOU HERNANDEZ i'� 7 �t MY COMMISSION N CC 9, "" ° • EXPIRES: October 10, X 1 'f, Bonded Thru Notary Public Underwriters Notary as to Con r c tor or Owner - Builder My Commission Expires: C.C.F. 'v NOTARY Electrical BOND 3 Date TOTAL DUE Engineering 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 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: 874 N . E . 99 STREET 2. Description of improvement: REROOF TO A NEW TILE AND FLAT ROOF . 3. Owner(s) name and address: TODD JOHNSON Interest in property: OWNER Name and address of fee simple titleholder: N/A 874 N.E. 99 STREET MIAMI SHORES, FLORIDA 33138 4. Contractor's name and address: QUALITY ROOFING CONTRACTOR, INC. 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 0 0 6. Lender's name and address: N/A 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: N/A 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: N/A 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) ) (nature oI Own Print Owners N me f) ' i , H t � — T - 0 (; J O/ V Sworn to and subscribed before me this 9 day of , 19 9< Notary Public Print Notary's Name My Commission Expires: 30A, DI '1 1() MIAMI SHORES, FLORIDA 33138 98R156195 1998 APR 07 09:09 13800 N.W. 1ST AVENUE MIAMI, FLORIDA 33168 IJ __ = 4i f':'iyyfi. MARYLOU HERN !' DEZ EXPIRES: October 10, 2001 tea; c�;l • e Prepared by: CARLOS AROCHO QUALITY ROOFING CONTRACTOR, Address: 1 3 8 0 0 N. W. 1ST AVENUE MIAMI, FLORIDA 33168 123.01.52 2/93 6TATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY th this is a Orin of tiro iginaJodinis on o yti� TNESS m and and O•'fclat 500. 'ARVEYRUVI R o f • ui and County Cot% 4 Ft. Ft. ROOF HEIGHT AND SYSTEM DETAILS 1 5 (Draw details as needed) f e ,ci A r(( v �y , t� r � l y l�e 5i1 s126'& et Wit 4 4.0 J Deck type: Wee b- ATTACHMENT -1= � / ,,�� Fastener Type: �} � i nJ ,�In cw11,fi- gyp. � S SPACING Field: \L. 0 L-- Perimeter: 9 - Corner: VD I- DETAIL 1 & 2 ROOF PLAN Contractor's Name:OuAl, f y 123.01-78 9/96 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. nw a- r, Job Address: '? 9 L F . 9 S -/e el" / g ROOF CATEGORY __ E (Low Slope Application) ❑ (Nail -On Tile) Mortar Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes). ❑ (Other) ROOF TYPE ❑ New Roof ❑ Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance • Flat Roof Area (ft (, 5? , Sloped Roof Area (ft 02 2 S 7 , Total (ft ,2 X s9, Master Permit No. Exposure category (per ASCE 7 -88): C Building Classification category (per ASCE 7 -88 table 1): Page -1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventilation? 1 7 ( 1a- 1 MEAN HEIGHT Deck type: a V' 9 .- nae A z Underlayment: Insulation: 3o)b Pss /)If 12" ROOF SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION . Fastener type & spacing: 1 sl,w�k - n it: )3 Cap Sheet: Roof C overing: Drip edge: /ot / 'o.c . I ' n -c • icy, rdp 0265ed 941 -n: Zee Ac.efek/ ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals (Pmax1:7, 3 x ? (Aerodynamic Multiplier)10.9 7 ) - (Pinax (c 3 x (Aerodyna�miic Multiplier):3 0' 07 ) (Pmax3:103Y) x a (Aerodynamic Multiplier):3 0. 0 r ) ) TILE CALCULATIONS �/ C M .97 = M ri: ll' , O D PCA: 1 )9 Oil l $� t/ M (p 9t1 = M 3, t 0 PCA: 11 M .51 = M ' . ( 1 ) PCA: M./ Page -2 METRO -DADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Metro Roof Tile, Inc. 11350 N.W. South River Drive Miami, FL 33178 Your application for Product Approval of: Flat Cement Tile under Chapter 8 of the Metropolitan 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: Redland Technologies, TheCenter forApplied Engineering, Inc., and Testwel! Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the 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. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 1222.14 Expires:06 /15/98 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 06 /15/95 BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 • (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor 1 s w anger, Director Building Code Compliance Dept. Metropolitan Dade County Applicant: Metro Roof Tile, Inc. 200 Story Road Lake Wales, FL 33859 PRODUCT CONTROLNOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Prepared Roofing Sub - Category: Flat Tile Type: Nail- on/Mortar Set/Adhesive Set Sub -Type: Concrete System Description Metro Roof Tile, Inc., located in Medley, Florida, manufacturers clay roof tile for nail -on, mortar set or adhesive set applications. This Product Control Approval relates to Metro Roof Tile's "Concrete k'Iat" flat tile profile. Refer to appropriate Product Control Approvals for other tile profiles. The Metro Roof Tile "Concrete Flat" tile profile is available in a variety of colors and has snatching trim pieces used for rake hip, ridge hip, and valley terminations. These accessories are manufactured for all profiles and form a part of this Product Control Approval. The Metro Roof Tile "Concrete Flat" roof tile has been tested in compliance with the South Florida Building Code requirements for concrete, nail -on, mortar set or adhesive set tile applications. See the "Profile Drawing" section in this Approval for the Metro Roof Tile "Concrete Flat" profile drawing. The Metro Roof Tile "Concrete Flat" profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables 1 through 4 of this Approval. Contact: Fernando Arias Metro Roof Tile, Inc. 11501 Northwest 1 17th Way Miami, FL 33178 (305) 558 -6712 2 Product Control No.: Approval Date: Expiration Date: Raul Rodriguez 94- 1222.14 JUN 1 5 1995 JUN 1 5 1998 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product Control No.: 94- 1222.14 Test Product Product Dimensions Specifications Description Metro Roof Tile 1= 16" PA 112 Flat, interlocking, high pressure Concrete Flat w = 10" extruded, concrete roof tile equipped 11/4" thick with two nail holes. For direct deck or battened nail -on , mortar or adhesive set applications. Trim Pieces 1= varies w = varies varying thickness PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 3 Raul Rodriguez Mineral Surface Cap Sheet Lenzingtex -ZB 140 Underlayment Rainproof 11 Ice and Water Shield Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Test Product Product Dimensions Specifications Description Manufacturer 1130 Felt N/A ASTM D 226 Saturated organic felt generic type 11 to be used as a nailed anchor sheet. 1143 Coated Base N/A ASTM D 2626 Saturated and coated Sheet organic base sheet for single or double ply underlayment. N/A ASTM D 249 Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. 59" x 164' roll 22 Ibs /rolI 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll PA 104 Single ply, nail -on Lenzing underlayment. Performance, Inc. with current PCA PA 104 PA 103 Mopping Asphalt N/A ASTM D 312 Asphalt for bonding a type III or IV mineral surface cap to a mech. attached base sheet in a double ply underlayment system. N/A ASTM D 4586 Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and flashing applications. 4 Raul Rodriguez Product Control No.: 94- 1222.14 Single ply, nail -on underlayment with 2" self - adhering top edge. Self - adhering underlayment for use as a top ply in a two ply underlayment system with approved 1130 or 1143 as the base layer. generic generic Protect -O -Wrap, Inc. with current PCA W.R. Grace Co. with current PCA generic generic Test Product Product Dimension$ Specifications Description. Manufacturer Asphalt Primer N/A ASTM D 41 Cut back, asphalt generic • based coating used to facilitate bonding of dissimilar materials. Roofing Nails Tin Caps Wood Battens Tile Nails Tile Screws min. 12 ga. with ' / head min. 32 ga. min. 1 o.d. max. 2" o.d. PA 114 Appendix E min. 8d x 2'h" or min. I0d x 3" #8 x 2'/:" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread diameter PA 114 Appendix E vertical Wood Preservers Salt pressure treated min. 1" x 4" Institute LP - 2 or decay resistant horizontal lumber battens min. 1" x 4" for use with vertical battens or min. I" x 2" for use alone PA 114 Appendix E PA 114 Appendix E 5 Raul Rodriguez Product Control No.: 94- 1222.14 Annular ring shank, hot dipped, electro or mechanically galv. roofing nails for use in underlayrnent attachment. Corrosion resistant circular disc for use in underlayrnent attachment Corrosion resistant, .screw or smooth shank nails. Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Roof Tile Mortar N/A PA 123 Prepared mortar mix Bermuda Roof ("TileTiteTM ") designed for mortar Company, Inc. set roof tile with current PCA applications. Roof Tile Mortar N/A I'A 123 Prepared mortar mix Quikrete Constructio ( "Quikrete® Roof designed for mortar Products Tile Mortar #1140") set roof tile with current PCA applications. generic generic generic generic generic Test Product Product Dimensions Specifications Description Manufacturer Roof Tile Mortar N/A PA 123 Prepared mortar mix W.R. Bonsai Co. ( "BONSAL® Roof designed for mortar with current PCA Tile Mortar Mix ") set roof tile applications. Roof Tile Adhesive N/A PA 110 Adhesive designed Polyfoam Products, (Polypro® AH I60) for use in roof tile Inc. applications. with current PCA Hurricane Clip & Clips PA 114 Corrosion resistant Fasteners min. %I" width Appendix E bronze, aluminum, min. 0.060" thick stainless steel, galvanized steel or Clip Fasteners plastic attachment min. 8d x 1'/." clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. Valley Flashing Drip Edge min. 26 ga. ASTM A 525 Galvanized steel generic min. 16" width valley flashing min. 26 ga. PA 1 I I Galvanized steel drip generic min. 2" face flange edge min. 2" deck flange 6 Raul Rodriguez Product Control No.: 94- 1222.14 generic Test Agency Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Testwell Craig Laboratories & Consultants, Inc. P0631 -0I TEST REPORTS Test Identifier 7161 -03 Appendix III 7161 -03 Appendix III 94 -084 94 -060A 7161 -03 Appendix 11 Report Dated Aug. 1, 1994 PO402 Project No. 307025 Test #MDC -77 Lab #: EA -22 Tech: G. Suarez 7 Raul Rodriguez Test Name /Report Static Uplift Testing PA 102 Static Uplift Testing PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of smooth vs. screw shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Product Control No.: 94- 1222.14 Da te Dec. 1991 Dec. 1991 May 1994 March, 1994 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 July 1994 Deck Type: Roofing Tile: Con Wood, Non - insulated SYSTEMS Deck ► sc 'ption: New Construction 19 / 32 " or greater plywood or wood plank. SYSTEM A: Counter - Batten Application Slope Range: Underlayment: Vertical Battens: 2 ":12" to 7 ":12" Note: Counter - Battens, as noted bel v, are required for slope range 2 ":12" to less than 4 ":12" an are optional for slopes of 4 ":12" to 7 ":12 ". For slopes exceedin _ 7 " :12 ", refer to System C. Inst 1 underlayment system i compliance with Dade County Application Standa d PA 118. Install vert al battens ii compliance with Dade County Application Standard PA 118 Horizontal Battens: Install horizonta battens in compliance with Dade County Application Standard PA I I Install tile ' i complianc• with Dade County Application Standard PA 118. (See "Dili, for Attachment alculations" included in this Approval.) 1. For e -roof applications, ' 8 plywood is an acceptable substrate. Raul Rodriguez Product Control No.: 91-1222.14 SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 / or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Product Control No.: 94- 1222.14 Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. For slopes in excess of 7 ":12 ", refer to System C. Underlayment: Roofing Tile: Comments: Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation #5.) Install tile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications,' / plywood is an acceptable substrate. 11 Raul Rodriguez SYSTEM LIMITATIONS Product Control No.: 94- 1222.14 1. The standard minimum roof pitch for Metro Roof Tile's "Concrete Flat" flat profile tile shall comply with Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. 2. For nail - on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. The Metro Roof Tile "Concrete Flat" tile profile 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 a 'Moment Based System' 4. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be performed. 5. For mortar set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of Metro Roof Tile's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 8. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'. 9. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. Raul Rodriguez Table 3: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) for Nail -On Systems Tile Profile Tile Application Approved Nails Approved Screws Approved Field Clip With: Approved Eave Clip With: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Metro Roof Tile Concrete Flat Battens 4.90 7.40 5.40 9.10 24.20 34.80 22.10 32.20 Direct Deck 9.80 18.80 25.30 41.30 24.30 35.50 19.00 31.90 Table 2: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile 3 ".12" or less 4 ":12" 5 ":12" 6 " :12" 7 ":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Metro Roof Tile Concrete Flat 6.53 6.97 6.43 6.86 6.29 6.71 6.14 6.54 5.97 N/A Table 4: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Mortar and Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Metro Roof Tile Concrete Flat Mortar Set 39.00 . Adhesive Set 118.90 Table 1: Aerodynamic Multipliers - A. (ft') Tile X (ft') X (ft') Profile Batten Application Direct Deck Application Metro Roof Tile Concrete Flat 0.27 0.29 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 94- 1222.14 Raul Rodriguez PROFILE DRAWINGS METRO ROOF TILE CEMENT FLAT TILE Product Control No.: 94- 1222.14 Raul Rodriguez NOTICE OF ACCEPTANCE: STANDARD CONDITIONS METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DAVE FLAGLER BUILDING 110 WEST FLAOLEII STREET MIAMI, FLORIDA 33130.1503 (305) 375.2001 FAX (305) 375 -2900 1 Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words 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. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. This approval supersedes all previous approvals. 15 Raul Rodriguez Product Control Supervisor METRO ROOF TILE INC. 11501 N.W. 117 WAY MEDLEY FL. 33178 (305) 558 -6712 INSTALLATION INSTRUCTION FOR " FLAT " TILE 1. CHECK ROOF PROPERLY THE FIRST RUN CAN OVERHANG BETWEEN 1/2 AND 3/4 INCHES OVER THE EDGE. ALL OTHER HORIZONTAL LINES SHOULD BE MARKED AT 13.0 INCHES (3" OVERLAP). a) THE MORTAR HAS TO BE FRESH AND SHOULD BE USED WITHIN ONE HOUR AFTER BEING MADE. IN DADE COUNTY A PREMIX BAG HAS TO BE USED FOR MORTAR. THE MORTAR IS APPLIED VERTICALLY WHERE THE TWO CAVITIES OF THE TILE ARE LOCATED. A FULL TROWEL No. 10 WILL BE SUFFICIENT FOR THE JOB. IT WILL TAKE BETWEEN 5 AND 6 POUNDS OF MORTAR ENOUGH AMOUNT OF MORTAR SHOULD BE APPLIED TO FILL THE CAVITIES. AS THE TILE IS BEING PLACED ON THE ROOF, IT SHOULD SQUEEZE SOME MORTAR OUT. b) THE TILE SHOULD NOT BE WALKED ON AFTER IT HAS BEEN SET IN PLACE, UP TO AT LEAST 5 DAYS AFTER ITS INITIAL PLACEMENT. c) AFTER THE 5 DAYS THE ROOF CAN BE CLEANED AND CHECKED FOR ANY LOOSE TILES THAT WERE NOT IN- STALLED PROPERLY. IF ANY ARE TO BE FOUND, ANY CEMENT GLUE SUCH AS RT 600 CAN BE APPLIED TO FIX THE LOOSE TILES. 2).THE TILES ARE BEING MANUFACTURED IN MIAMI 11501 N.W. 117 WAY MEDLEY FL. 33178 METRO 2 PRODUCT CONTROL NOTICE OF GS Roofing Products Company, Inc. 5525 MacAuthur Boulevard, Suite 900 Irving, Texas 75038 Acceptance No.: 97- 0520.01 Revises No. 95- 0502.04 Expires: 06/19/00 Approved: 06/19/97 A Internet mail address: postmaster @buildingcodeonline.com ACCEPTANCE BUILDING CODE COMMITTEE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE, METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Your application for Product Approval of: GS Roofing Products Modified Bitumen Roof Systems Over Wood Decks under Chapter 8 of the Metropolitan Dade Counry Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Factory Mutual Research Corporation and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Depanment to be used in Dade County, Florida under the specific conditions set forth on pages 2 through 31 and the standard conditions set forth on page 32. The 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 for a jobsite 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 applicant shall re- evaluate this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. 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. The expense of such testing will be incurred by th- man , ac r. Raul Rodr':uez Product Control Supervisor THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.rom Applicant: GS Roofing Products Company, Inc. (MB) 5525 MacArthur Blvd. Suite 900 Irvin, TX 75033 Category: Membrane Roofing System Sub - Category: Built -up Roofing Tvpe: Modified Bitumen Sub -Tvpe: SBS /APP ROOFING SYSTEM APPROVAL System Description GS Roofing Products Company, Inc. manufactures and markets nationally a complete line of residential and commercial BUR and modified bitumen products. GS Roofing Products Company, Inc. markets these products through local distribution in the South Florida jurisdiction. GS Roofing products and systems are the result of years of manufacturing experience and product development and have been proven by years of experience in the construction field. GS offers a variety of approved insulated and non - insulated roofing systems. For detailed system constructions, refer to the following publications: "Commercial Roof System Specification Manual ". GS products and systems have been tested in compliance with all provisions of the South Florida Building Code as well as Underwriters Laboratories, Inc., and Factory Mutual Research Corporation for fire and wind uplift resistance. GS provides technical service and warranty information through regional offices. For the South Florida Metro -Dade area, call 1- 800 - 777 -2563. At Contact: Pat Neuhaus Commercial District Manager 2900 Bird St. Charleston Heights, SC 29405 (803) 744-7451 Product Control No.: 97 0520.01 Product Control No.: 97- 0520.01 Approval Date: June 19. 1997 Expiration Date: June 19. 2000 ran uloaga -Plans Examine uct Control Div. Insulation Types Fibrous glass Perlite Fiberboard Rockwool Polvisocyanurate Polyisocyanurate Composite Board Maximum Design Pressures Material Design Pressure Wood -45.0 psf Maximum Fire Classification Material Classification Wood Class A Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory or other approved testing agency listing directory for Fire Classifications. 3 Product Control No.: ?7- 0520.01 Fran Zuloaga -Plans Exam! ct Control Div. Wood Deck System Limitations: A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to wood plank deck. Red rosin sheet may also be installed on plywood decks as an option. 2 Pre - assembled 'Cap Nail' shall not be used for base sheet attachment. 3 When All Weather Empire base sheet is installed as the base sheet, a ply sheet of ASTiM1 D 4601 type 11 (type G2) must be applied in approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq prior to installation of membrane. 29 Product Control No.: 97 - 0520.01 uloaga -Plans Examen , " .uct Control Div. GENERAL LIMITATIONS All asphalt shall comply with ASTM D 312, type l(( or IV requirements and approved by applicant. 2 Fire ratings are deter by a combination of slope, deck type and assembly. Refer to the current Underwriters Laboratories Roofing Materials Directory or other fire testing dam listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range varies for each system. Consult the current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. An overlay and/or recovery board is required on all applications over closed cell foam insulations when the base sheet is fully mopped in hot asphalt. 5 All work shall be performed by a contractor licensed to do roofing work in Metro -Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer and the requirements of the South Florida Building Code. 6 The submission of system specifications and details shall accompany the Section 11 Building Code Permit. This information is available in the publications listed in the `System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 7 Perimeter and corner areas shall comply with the elevated design pressures of these roof areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Anchor or base sheet fastening patterns and/or insulation attachment densities shall be increased in compliance with the provisions set forth in Metro -Dade County Roofing Application Standard PA 117 to meet these elevated design pressures. 8 All attachment and sizing of perimeter nailers, metal profile and/or flashing termination designs shall conform to Metro -Dade County Roofing Application Standard PA I 1 I and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturer's standard details and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provisions of the South Florida Building Code. 10 Fastener spacing for anchor or base sheet attachment is based on a Minimum Characteristic Resistance Force (F') as determined through field testing in compliance with Metro -Dade County Protocol PA 105 or PA I05(A). If F', as tested, is less than that listed in the System Limitations, a professional engineer may submit revised fastener spacings utilizing F', taken from a Metro -Dade County Protocol PA 105 or PA I05(A) test report, and the provisions set forth in Metro -Dade County Roofing Application Standard PA 117. 11 Fastener density for insulation attachment is based on a Minimum Characteristic Resistance Force (F') as determined through field testing in compliance with Metro -Dade County Protocol PA 105. IfF', as tested, is less than 275 Ibf., insulation attachment shall not be acceptable. 12 Asphalt moppings shall be applied with approved asphalt and shall be in compliance with the equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(A)(3) of the South Florida Building Code. 13 Insulation may be applied in multiple layers. The first layer shall be attached in compliance with the Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with the provisions of M- . io ;::: • ' • • Tig Standard PA 117. 30 oaga -Plans Product Control No.: 97- 0520.01 uct Control Div. Product Control No.: 97- 0520,01 14 All standard insulation panels sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 1.5 In re -covery applications, prior to.the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA for uplift resistance. Test pressures shall be calculated in compliance with the wind load requirements of Chapter 23 of the South Florida Building Code for the roof in question. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Subsection 3401.10(m), (n) of the South Florida Building Code. 17 Roof goods shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Subsection 3401.5 and 3401.6 of the South Florida Building Code for maximum tire classification. .4 31 uloaga- Plans�Exam uct Control Div. 9 This Acceptance contains pages 1 through 32. .6 END OF THIS ACCE 1 411110 A1111. 3 2 Product Control No.: 97- 0520.01 GS Roofing Products Company, Inc. 5525 MacArthur Blvd., Suite 900 Irving, Texas 75038 ACCEPTANCE NO.: 97- 0520.01 APPROVED: June 19. 1997 EXPIRES: June 19, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. ' Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Metro -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of . Acceptance. Product Control Div. Membrane Type: SBS MODIFIED Deck Type 1: wood, Non - insulated Deco. Description: '° /,:" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of GS Glas Base, GS Flex -I Glas Base. Flex -1 Glas FR Base or GS Poly SMS base mechanically fastened as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c. Ply Sheet: (Optional) One ply of GS Glas Base, GS Flex- I -Glas Base, Flex-1-Glas FR Base, GS PoIySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.. Membrane: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR -P, Flintlastic Premium FR -P, Flintlastic FR -PG or Flintlastic FR Cap adhered to base or ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs. /sq. or Flintlastic GTS torch adhered to base or ply sheet Surfacing: (Optional) Install one of the following: I. 400 lb. /sq. gravel or 300 lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Karnak 97 or APOC 212 Fibrated Aluminum at an application rate of I ''/2 gal. /sq.. Maximum Design Pressure: -45 psf Maximum Fire Classification: Class 'A', see General Limitation 4'2. Maximum Slope: 1:12; see General Limitation 4'3. Specification No.: GMS 2 -3, FRP 2 -3, GTS 2 -3, FRBC 2 -3 27 Product Control No.: 97- 0520.01 Frank Zuloaga -Plans Examiner. Pro' uct Control Div. . ROOFING SYSTEMS (TGFU)-- Continued Membrane: One layer "Flintlastic GTA ( -3/4 sq or -1 sq), GTS" (modified bitumen), heat used or "Flintlastic CMS", hot mopped. Surfacing: APOC "No. 212 Fibrated 'Aluminum", at 1 -1/2 gat. 100 sq /ft. ?. Oeck: NC Incline: 3/4 Vapor Retarder (Optional): Type G2 "Glasbase' base .sheet or UL Classified vapor retarder, Insulation (Optional): One or mare layers or combination of the following: U(tragard Premier, polyisocyanurate. pertite. glass fiber or wood fiber insulation. Base Sheet One layer of Type G2 "Glasbase" base sheet. Membrane: One layer of "Fiintlastic STA (modified bitumen), heat fused. Surfacing: Karnak "No. 97 Fibrated Aluminum ", at 1 -1/2 gal, per 100 sq /ft. Deck C -15/32 Incline: 1/2 Insulation (Optional): Schuller International "UltraGard Premier', polyisocyanurate, wood fiberboard, pertite, fiberglass. isocyanurate, any thickness. . Base Sheet: One or more plies of "Glasbase ", hot mopped or mechanically fastened." Membrane: One ply of "Flintlastic FR" (modified bitumen), hot mopped io place, Deck: 71C Incline: 1/2 Insulation: Potyisocy'anurate, glass fiber, pertite, wood fiber, hot mopped or mechanically fastened, any thickness. Base Sheet Type G2, mechanically fastened or hot mopped. Membrane: "Flintlastic GTA or STA ", heat fused. Surfacing: Henry Co. "Henry 520 Aluminum', applied at 1 -1/2 gal/sq. Deck: NC. Incline: 1/4 Insulation (0pttonal):•Gless. fiber, perlite or wood fiber board. Ply Sheet Type 62, mechanically 'fastener!. •- Membrane: "Flinttastic STA ", "GTA", "GTA Black Diamond' or "GTA White Diamond ", heat fused. Surfacing: Karnak Chemical Corp. "Karnak No. 97', 1 gal/sq. Deck NC Incline: 1 Insulation: Poteisocyanurate, glass fiber. pertite, wood fiber, mechanically fastened or adhered with hot roofing asphalt, any thickness. Base Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Flintlastic GMS ", "GMS Premium ", adhered with hot roofing asphalt Surfacing: Karnak Chemical Corp. "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating ", 2 -1/2 gal /sq. Deck: C- 15/32' Incline: 1 'All joints blocked with 2x4's. Insulation: Glass fiber, perlite, 3/4 in. min. joints in insulation must be offset 6 in. from joints in deck, mechanically fastened. Base Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt Membrane: "Flintlastic GM'', adhered with hot roofing asphalt. Surfacing: Karnak Chemical Corp. 'Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating ", 2 -1/2 gaVsq. Deck: NC Ioctine: 1/2 Insulation: Polyisocyanurate, glass fiber, pertite, wood fiber, mechanically fastened or adhered with hot roofing asphalt, any thickness. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Flintlastic 5TA ", "GTA ", "Gl'A Black Diamond" or "GTA White Diamond ", heat fused in place. Surfacing: Karnak Chemical Corp. "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating ", 3 gal/sq. Dew NC"- Udine: 1 Insulation (Optional)1'eilitee glass.5her, olyurethane, isocyanurate, phenolic combination isocyanurate /pertite, po�y rethane /pet . et wood fiber, any thickness. hot mopped or nailed. Membrane: "Flintlastic STA ", "GTA ", "GTA Black Diamond ", "Flintlastic GTA White Diamond ", "GMS ", "GMS -5M ", "GMS Double Coverage or "GMS Premium ", heat fused or hot plopped in place. Surfacing: Grundy Industries, Inc. "al MB Alorninum Roof Crating" at 1e2 cal/sq. 0. Dock: C -15/32 Incline: 1/4 • Insulation (Optional): Any thickness polyieocyanurate, glass fiber or pertite, mechanically fastened, joints in insulation must be offset 6 in. from joints in deck. Base Sheet: Type G2 base /ply sheet" mechanically fastened' or hot mopped. Ply Sheet: type G2 base /ply sheet, mechanically fastened or hot mopped. . Membrane: "Flintlastic SiA ", "GTA White Diamond" or "GTA Black Diamond ". Surfacing: Grundy's "al MB Aluminum Roof Coating" at 1 to 2 gal /sq. Deck: NC Incline: 1/2 Insulation (Optional): Potyisocyanurate, glass fiber, perlite, wood fiber, any combination, any thickness, mechanically fastened. • • . LOOK FOR MARK ON PRODUCT ROOFING SYSTEN.S (TGFU)-- Continued Base Sheet: Type G2, 'Flex- I -G' as FR" or "Flintlastic FR Base', nechanica fastened or adhered with hot roofing asphalt. Membrane: "Flintlastic FR -P", "Flintlestic Premium FR "Ftintlastic -FR/ PG' or "Flintt retie FR Cap", adhered with hot mere asphalt 12. Deck C- 15/32' lndine: 1/2 'All joints in deck blocked 'vith 2x4's. • „o Insulation (Optional): P.rlyisocyanurate, glass fiber. pertiteeee combination. any thickness mechanically fastened. .; Base Sheet Type G -2. mechanically fastened or adhered with hot asphalt. Membrane: "Flintlastic FR -P", "Flintlastic Premium FR -P' or "flinch FR/PG "- adhered with hot roofing asphalt eck.eNC incline: 1/2 Insulation -(Optional): E'S. any thickness, covered with 1/2.ih; perlite or wood fiber, rner hanically fastened_ Base Sheet Type G2, mer hanically fastened or adhered with hot asphalt_ Membrane: "Flintlastic Ft -P", 'Flintlastic Premium FR -P' or 'Ai FR /PG ", adhered with hoc roofing asphalt. 14_ De& NC Incline: 1/2 Insulation:. Polyisocyanurate, . glass fiber. pertite. wood -fibe combination, any thickee- es,'meciianicatiy fastened. • Base Sheet Type G2 or 'Flex - -glas ", adhered •withehot roofing': Ply Sheet "Poly SMS Base Sheet ", adhered with hot roofing :asp Membrane: "CMS ", adhered with hot roofing asphalt eee Surfacing: Karnak Chemical Corp. "Karnak No 97 Fibrated-A Asphalt Roof Coating ", at 2 -1/2 gal/sq- • '�I 15. Deck NC Inctn 1/4 Insulation (Optional': Polyisocyanurate, glass fiber, perliteewo any combination. any thickness, mechanically fastened or adhe hot roofing .asphalt. Base Sheet Type G2 or "Rex- i•glas"., mechanically fastened-orp with hot roofing asp lett_ • 20. Decic NC "neon= 2 e• Insulation (Optional): Perks, glass fiber, polyuretha, phenolic., Cornhinetion isocyanurate /perlite, potyureth fiber, a ry thickness. mechanically fastened or hot meet • Base Street'Flex -I -Gras FR Base', Type G2 or'flex X -G fastened or hot mopped in place. • Ply Sheet (Optional): Type G2 or "Flex- i- gtas', rnechaniailli adhered with hot roofing asphalt Membrane: "Flirrtla °tic GMS ", "GMs Premium'. adhered with_'ho asphalt. - Surfacing; Asphalt Products Oil Corp. "APOC -400 Sunbrit>e', 31 16. Deck: C -15/32 Incline- 1/4 _'.7 Insulation: Gtass, fiber, pertite, 1 in. min, joints in insulatio offset 6 in. from j Tints in deck, mechanically fastened.. 4i, Base Sheet Type G2 or " Flex- i -gLes ",.mechanically fastenedfo with -.hot roofing : sphalt err.. Ply Sheet (Optio!iat): Type G2 or "Rex- i- gtas ". mechanically. adhered with hot roofing asphalt e. := Membrane: "Ftinelastic GMS', "GMS Premium', adhered witlikh asphalt. el Surfacing: Asph.rlt Products Oil Corp. "APOC -400 Sunbrite, 7. Deck: NC lnct nee 1/2 • ••7' Insulation (Optional): Polyisocyanurate perlite. • glass 11 fiber, any thickt mechanically fastened or hot moppeclej Base Sheet One or more layers of Type G2 or "Flex- i-glas ee fastened or hoi mopped in ,place. ex=it Ply Sheet (Optional): One or'more layers or Types G1, G2 or. mechanicalLy Fastened or hot mopped in place. .. Membrane: "F.intlastic GTA', "GTA Black Diamond ", "GTA W or "STA', heat fused. Surfacing Karnak Chemical Co. "No. 97 ", applied at S ;1/. 18. Dedc NC . ' Incline. 1/4 Insulation (Optional): Periite, glass fiber, mechanically:, mopped in pace, 2 in. max thickn . ai... Base Sheet One or more layers of Type 62 "Flex -i-gt' --.....Jestened or not mopped in place eee. Ply Sh`eet ).: One or mom layers of Types 61,e, or "Poly She. Base Sheet ",, rn i tricalty- fastened or hot' mop Membrane: "GTA ", "GTA Black Diamond ", "GTA Whit Diam heat fused • .. - - Surfacing: APOC No. 212 Aluminum Coating, •applied''a 19. Deck: C -15/.2 Incline: 1/2 ' "•M lnsulatiot;: Glass fiber or perlite. min 1 in. thick m or hot mopped in place. as Sheet: Type 62, "Flex -I -Etas° or "Flex I•Glas FR Base . fastened or hot mopped in place Membrane: "(linttastic FR -P", 'Ftinttastic Premium FR- PeZor; ; _ ee FR/PG", rot mopped in place., • • Dim 1r tt Cr r ( I Membr FR•Fe i I. Deck C -• Insula or hot Base Memb Deck C- . Insue comb: must Base •oofir• Base eith Pty Base Herr . Deck: tnst at Bas adh "Fir idl gal Mr Co APPLICATION FOR BUILDING PERMIT Application is hereby uinde for the approval of the detailed statement or we plans and specifications herewith submitted for the build • inc or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the 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 durin rpgrest of the work. r-- 9 �6 7 f ,'►r E . (;' Gl , 1C f . _ ,197 Owner's Name and Address . ...:...._...... .. _ Date..._... — No Street__ R egistered Architect and /or Engineer . .... .. V . III ,,,,,,, „,,,,,,,,,,,,,,,,,,,„,, Name and address of licensed contractor . ....... ... Location and legal description of lot to be built on: ” % T 'P-- • q p g P � 1 Lot Illock Subdivision Street and Number where work is to be done State w rk to be d ne and pu►''pos of building (by rs be sent to.. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT To be constructed ofll: .. Kind of foundation Estimated Total cost of improvements $ Building Remodeling Addition Repairs Zone cubage required .Plan Cubage Size of Building Lot ID 'I ._....1 y J Distance to next nearest building. Maximum live load to be borne by each floor I hereby submit althe plans an specifications for said building. All notices with reference the building and its construction may Iv \ d 7 l Yi d, Ntit ......... The undersigned applicant for this building permit dots hereby certify that he understands and accepts his obligations as an employer of 13bur under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied v ith 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 post for in pection on the site of the work such public notice or notices as arc required by the /pct. The undersigned agrees to employ only su tractor one be performed � d r this permit, as Ql.re lice • sed by Miami hores Village. Remarks) Building Inspector Chair:r an s1cmber Member . Council Approved Date and for no other purpose. (Signed) PLANNING BOARD DATE No. of Stories ... {{ Roof Covering..` lint of Permit t....l %l O 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 e. e. 4� Permit No 1 Date b11f Read, Sworn to and Subscribed before me. Disapproved . O Date Notary Public, State of Florida (Signed) My Commission Expires Member Member Member _.._..... Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the PlanniNg Board. A re rnrpcction fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspectirm or faulty materials and /or workmanship.