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CC-07-2076 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date G �" . Address �j _ �� s� Tax Folio Legal Description —�� Historically Designated: Yes No Ownerkessee/Tenant � ¢�'E'� � �� Master Permit# Owner's Address 1 }� � ) — (`� �'' Phone Contracting Co. AX �Al Address Qualifier SS# - - Phone State# Municipal# Competency# Ins.Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANIC ROOFING PAVING FENCE SIGN WORK DESCRIPTION i h�O � (/`' ( `�5 � o/ Reler- Square Ft Estimated Cost(value) 0O�C-c� WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY(IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum(if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL,PLUMBING,SIGNS,POOLS,ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore,I authorize the above-n ntractor o do the work stated. „G Signature of owner and/or Condo President Date Signa a of Corifie or Owner-Builder Date Notary as to Owner and/or Condo President Date 14otary as to Contractor or Owner-1321d" Date My Commission Expires: My C xi IAL FIV SFA 2 E�; ! m� 'OMMISSION NUMBER a CC40126I my COMMISSION -EXP. F`OF f-_ AUG. 17 1996 FEES: PERMIT G' RADON C.C.F. '' NOTARY R TOTAL DUE APPROVED: p� Zoning Building / Electrical Mechanical Plumbing Engineering CERTIFICATE OF RE-OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the above application has been inspected for purposes of re-occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that such property may be re-occupied by the above applicant for single-family residential purposes. MIAMI SHORES VILLAGE, FLORIDA fiz-0,// By: r Date of Certification: 611100 THIS CERTIFICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY NIIAMI SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI 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 INTERESTED PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DETERMINE THE CONDITION, THEREOF. PAGE 2 OF 2 APPLICATION FOR CERTIFICATE OF RE—OCCUPANCY I, N�® ,S E�' ca ct hereby apply for a certificate to re-occupy the single family residence known as : (address) IVC-- 10 5 G , 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 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 such property. Applicant Date a — Print Name ��x/C 0 S (--7x D For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact: Contact Name: )v ��,2�t IX .d /r 1 ��'WC-Z Telephone: Company Name Ceti-Tu Buyer Seller Realtor pang �y �t A- F Application Fee ($50) paid: Cash Check No. � 7 Inspected by: F. LUB I EN Approved X Denied Date-6/1/00 Comments: PAGE 1 OF 2 MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT �j APPLICATION FOR ELECTRICAL PERMIT Permit No..^!:................................. Date...1 �................. Application is hereby made for the approval of the detailed statement of the plana and specifications herewith submitted for the building of other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Flu ida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulation' 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 work. Owners Name and Address.....pCf.'�..... .. ;7!eC............No...........................................Street................................................... Registered Architect and/or Engineer....................................................... ................................................ ........' a. ........................ Employing Electriciah's Name. .0��. �.... .�-/..;. �'.........No........ ... .Streets.... .....:.............................. Location and Legal Description Lot.................................. ._,...............................Block................................_.......Subdivision................................................ Street and Number where work is to be performed—No........1.1..5..lp......�...�.....)...3.....Street.................................................................... State work to be performed and purpose of buildin (By Floors)......... ........... ........................................................................... New Building......... Remodeling............ Addition..............................Repairs::....................................No. of StorieL................... SWITCH LIGHT PLUG FIXTURES REPRIG. IR RANO! ! WATER W. MEAT. SPACE STRIP er TOTAL OUTLETS OUTLETS RICE'►'T's NO. LAM►s OUTLET OUTLET OUTLET CONN. MEATIER CONN. MEATIER HEATER �Y o �a L eJ CHECK �. /V• 7a t A04 � ! • ENT. DIST. SERVICE SERVICE tv2LcAlae' MOTORS MOTORS NEON RADIO TOTAL 8W. CAS. TEMP. PERM. Q g�hjpj 0.1 HP 1•5 HP TRANS. CONTR. _ LOST �� CHECK l� Overhead �� Service Site Feeders .....Conduit.��...........Main Sw..... MFuses �� .®.............Amps........`�'�. .... ain .. .. f : Amps Underground Type of Installation—(Conduit.......................Tubing..... ... .1...........B.X.L.........................Metal Moulding....................................................................... ......................................................................................... ............................................................................................................._......................................... ......................................._..... ....... ..... ... ............... ......................................... ................. .................. Amount of Permit $...I '�R..!C.Y............... .... ....................... ... . .... (Signed) ........ ...... ........ .. .. .............. Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he undersand& and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 3966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require Similar compliance from all contractors or subcontractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notice$ as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (Signed) /�/� �'�� rte- Master Electrician. STATE OF FLORIDA, t COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorised to administer oaths and take acknowledgments, personally appeared............................................................................._....... ..... .. ........................................................ .............................................. 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, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ...................................... ...........:...:........ ..................................... ............................ ................ ......................................................... M..Commission Expires NQtary Public, State of Florida NOTE: A reinspection fee of $1.00 will be made when such reinspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. c t, MIAMI SHOREI!/ILLAGE BUILDING INSPECTION 9EP RTMENT APPLICATION FOR BU11LDfING PERMIT 1 Application is hereby made for the npproN,al of the detailed stat men, ar the pans and specifications herewith submitted for the build in.q 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 Horila all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Villa;c shall be compltea with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. cGj Owner's Name and Address.4.9..... .s�...✓..d�»..»..» f.�.1�T.�........»»....._. No. .._..........._. Registered Architect and/orFtl Ig' nt.er........................................._...»..........».........................e,:,,......,,...,,,•tet,xx:rxx.•xenn,ax..,,:............................... Name and address of licensed contactor..,A/,9 4A__ --La._.Canz.g. •. `:-•�•�=f� �•. •+� ....11"2A.CWblelS Location and legal description of lot to be built on: Lot............. ........................ Block.........a.................._ Subdivision.»..�,CS.�..,,Z��_ .F,�1�.��r�..�7.T.��_.. Street and Number where work is to be .».-..•.............» Siwork done app se of buddir}g•(bfloors).._.. .t15. ll.,[ G1?rt?-.....Q�.G�-...t...:.a't:�.. s�...�id_N,- C.l ...................I................. ..._....._......................._..__......._. _.............._..»......._»..»..»._..».»»»»»._. .......ar d for no other purpose. New Building.................... Remodeling......................... Addition......................... Repairs.......................... No. of Stories...... To constructed of ....... .................. Kind of fou dation.......»....................................................1. Roof/Covering.....................I............... _..� Estimated Total cost of improvements ... ......»__.......Amount of Permit 3.. �.f-<f,4.......».. Zone tubage required...... ......................................................_-_...Plan Cubage...................»»»....--.»»..................._..»._._--....................... _ Distance-to next nearest building..........................................._._.__-..Size of Building Lot.......-,.._.......-..»..._....................................... Maximumlive 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 besent to.. ......... ....................................:............................................................................................................................... The ttn(lcrsigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labur under the Florida Workmen's Compensation Act, being Section 5966,Compiled Ceneral Laws of Florida,Permxnrnt Stip dement, anti has complied %,ith thej)rovisions 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 arc required by the Act.The undersigned agrees to employ only such subcontractors. on to be performed under this permit, as are licensed by Miami Shores Village. /� I Z�1 Remarks......................_................ ....»....._._»»»»._.. (Signed) _ STATE OF FLORIDA. COUNTY OF DADE. ss. Before me, the undersigned authority,a notary public,duly authorized to administer oaths and take acknowledgments, personally ap- peared ............................................................._--_.............»......_..----•---................._....................» ......_.._.�•--__._...»....__»............._.. •-----......_.. .__._......_...................._............._..»- ...». ___................_....._».»._»..».._ ........».._. .._to me well known, and who, being by me first duly sworn, upon oath.deposes and says that he is the................ ........................._......_ ........ .. . ...... of the above described construction, that lie has carefully read the foregoing application, and that he did sign the same.and that all facts therein by him stated are true.. 02 �' Read Sworn to and Subscribed before me. Permit No._ :._.. IDate....1. ..�. _......_... , Disapproved ...... --_-. Date..__..» ......._..--_.-_.--- .............. ......... .. .... ......... .. ._.._...»_...... » Notary Public,State of Florida (Signed) ..._............ _ .. ............................._.............. Building Inspector My Commission Expires...».._...........»_...._._..._.._..._... PLANNINC BOARD......._............. .............._..:....--........DATE Chairman ........ ........_.......... »....._»... . .....»..._.._......_..___..»_ Member ............................__..»_»..».»..................... _»...._..._ .Member ................................ »..........»......... ___.....»....».._._.. Member _ ..»........_....._..._.............»..._..._------»__-----------------_.-- Member .. .. ..............»»........................._.».».....».,.,._....».._._ Member ....-.............. ._»..----------».»....�.._._» CouncilApproved.............................................._..__.............. -Date Disapproved ..........................................................................Date NUTS: A charge of $1.00 will be made for making corrections or changes to this application after apprtrval has been obtained faun the Plannir._Board. ' A re-in.pet•tion fee of $1.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials anti/or workmanship. 1�-,�� MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby utade for the approval of the detailed statement or ane plans and specifications herewith submitted for the build ine or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. ((�� Date.., Owner's Name and Address...`✓V P.0.V:.L».....�.®_PJ%..T Q�.:..�:.'.:..._. No.�� ....... Street_....»/.��.� 7........_. Registered Architect and/or Engineer..... ....... .................4...:........••...•... _ ........... Name and address of licensed .. ...... �. r..!Y:.r.h t.I r A Location and legal description of lot to be built on: Lot............................................ Block.....................»........... Subdivision..................... .. »......»..»»».._........... ....._..»_. Street and Number where work is to be done...B .. �®._. 57- ». .-....---- y State work to be done and purpose of building (by floors � ..._ l�. ... �'. _ W&h._.� �9L@�' 0x. .= 9Q , -.»L_ .e ....... � .».-..._.-_-----�-. .__..» f1o.r...n..o. other purpose.rpose- .n �# New Building......L"--**.......... Remodeling......................... Addition.......................... Repairs................. ... No. of Stories...... To constructed of ....... .................. Kind of foundation............._.............................................._.'Roof Covering C'e 44tote f..................... .'�.........`rfte Estimated Total cost of improvements $....�.. ®®.��......._......Amount of Permit S,��. Q�..............»......».......___................,_........ Zonetubage 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 besent to.. .? ....... ....:.. ....... :_........ .l.JVPI!�r ........... ........................................... The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labur under the Flonda Workmen's Compensation Act, being Section SAGO,Compiled Ceneral Laws of Florida,Penngne•nt Sup dement, anti has complied with the )revisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performcA 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 ubco ora. on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks..._.................._...............___....._.....». ..»._ .N (Signed)»»_» ,_.._ STATE OF FLORIDA, 1 COUNTY OF DADE. 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.. ......._ Read,Sworn to and Subscribed before me. ....4L4..-. .. »...... Date...�(?t._...7._.._.._._. Disapproved ....... _...».. Date.._..__.__......._._....._.....: ............. .. Public, tate of Florida . . ... ............................. .......... Notary P blic,S (Signed) ....- . ... .. ... ...................._............._.._.......... Building Inspector My Commission Expires......._......_..._»._..._ .�...�.___.. PLANNINC BOARD...»..»............. .............._..:....-__._DATE Chairman ........ ...................._..........._... _._»._........_...._._......» Member ......._.........._...._......._..»»»..», .....».»...__......._.»_....»..._ Member .............................................................-_............_...... _ Member __-----------------»--- Member .. .. . ..............._...._._............._.. Member ....»............ ...�... . ... ». _._.........»...__......_....�._- _ Council Approved............................................._--___..........._......Date Disapproved ....._........__....................................... ......Date NUTf:: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained front the Plannir g Board. A re-impaction fee of $1.00 will be charged when such re-inspection is made necessary by improper notice for inspeLlion or faulty materials anti/or workmanship. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT �,•3 F1�� APPLICATION FOR PLUMBING PERMIT Pmnii No. .. �__!— Date..._ - :ipp1lc:Itlln i, hereby made for the approval of the detailed statement of the plans and specifications herewith subr.uz A for the building or other -tructure herein described.This application is made in compliance and conformity with the Building Ordinance of W,• ! Shores Village, Florida, A,id all provisions of the Laws of the State of Florida,all ordinances of Miami Shores Village and all rules and regulaGc 'of the,Building Division of Miami Shores Village shall be cc lied with, whether h specified or not. copy of approved plans and spec fications mwtl--be kept,st iuilding during progress of work. Q� ':)wner's Name and Address.... — —.._. No. Street..�.`°. ,egi-. ared Architect and/or En .x __— ._......... . all ? Nie mploying Plumber's N .. ........... -- NOS Location and Legal Description Lot_—_-- -- Aloc ---_--_._._.__.. Subdivision......... . ---�. — Street and Number where work is to be,performed—No. _ Street................_...... _. ---•- --- State work to be performed and purpose of building (By Floors)--_-.---.....—.-----------_._.—......................._.............__ ........ New Building-..........-._.-.......... --...._. Remodeling—_.........__.___-- Addition..._-..__............. Repairs.......... .......... Na of $tones ... BATH LAVA- SLOP LAUNDRY CATCH FLOOR DRINKING TOT,.L �CLOSRS TUse SHOWERS TORIES SINKS SINK[ Tuse URINAL[ BASIN DRAIN FOuNT•Ns I FIXTL RMS CONTR. —T—i LI'T _ CHECK SEPTIC SEWER DRAIN SOAKAGE GREASE SOLAR DEEP SPRKLR. SWIM•G TANK CONN. FIELD PIT TRAP HEATER WELL SYSTEM POOL CONTIt. LIST - CHECK Size Septic Tank—..—/e_ ---.Type of Taak._C ----..:_._._��_.--- .-M6:14-1 Feet of Drain Tile.__. _•. ° —Dist. Feet of Tank or Drain Field from Well----.--- ----•.--•----.._—__. _.. .. Nature of Water Supply: Citye-Well.--.___._____...__.—------^--.Size of Soakage Pit....................................___._................ 1 --. __....................... _... Amount of Permit -�r._ �— ___-- _-- (Signed)----�--------•--_-_--- _ ' •� _. y.__.._ ..__._ Plumbing Ingpectnr The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an a n,)Ioy(-a of la}Kx winder the Florida Workinen's Compensation Act, being Section 5988, Compiled General Laws of Florida Permanent £upi lement, and has I lied with the provisions thereof, and will require similar compliance from all contractors or ntractors employed I y him in ' 4 �{rk v b, performed under this permit; and will post or cause to be posted for inspection on the sit o the work such Pial P a ce -: no iter +s w regm4red by the Act. The undersigned agrees to employ only such sub-contractors, o be form this ,)!rl.rii, a: as . licenced by Miami Shores Village (Si ........ .. Mast.a Plumber. STATE OF FLORIDA, I sL COUNTY OF DADE. Before me, the undersigned authority, a notary public,duly authorized to administer oaths and take aclvwwledgments, per IDr,d:; .pprarp!u to me well known,and who,being by me fust 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 tisat all acts therein by hin.stated are true. My Commission Expires Notary Public,State of Florida NOTE: A re-inspection fee of $1.00 will be made whoa such re4nsre 11-n is made-necessary by improper noties for hwpe*t+An, tR toulty materials and/or workmanship. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit ---- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described.This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida,all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with,whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work.. .47116 Owner's Name and Address.- No. ._.-- Street)kJeii� Registered Architect and/or Engineer —....... F�tployinS Fluattla's Nme. ...... Na .�....�.. Str>wet .1 :.-.� �.iX•�7 � Dation and Legal Description Lot-- Street ot Street and Number where work is to be performed—No f- _ —'L S — State work to be performed and purpose of building (By Floors) __ _._._.._._...................- ...._............ __ Now Remodeling --_—__Addition-.-____._..__ Repairs......................... No. of Stories........._..... ... BATH LAVA• BLOT LAUNDRY CATCH FLOOR DRINKING TOTAL CLOsaTa TuSS SHOWERS TONILO SINKO SINKS TY00 URINwL! BASIN DRAIN FOYNT'NS rIxTURt• CON... LIST CHECK SEPTIC SEWER DRAIN SOAKA09 GRKASa SOLAR DEEP SPRKLR. SWIM'S TANK CONN. FIELD PIT TRAP HLATLR WELL SYSTEM POOL CONTR. LIST — CNLCK Size Septic Tank Type of Tangy ----------._._.__ _ --_.Capacity Cala.-•-.-----_- __.. Feet of Drain Tile _—_-- Feet of Tank or Drain Fiend from Well.___ _ —___-•---._...._—�—.---....__— Nature of Water Supply: City—Well• - _-Size of Soakage Pit..._............. ._ . __._...—.....___._.__.. .._._._...... __.— • Amount of Permit Plumbing Inspector. 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 5988, Compiled General Laws of Florida Permanent Supplement, and hay com- plied with the provisions thereof,and will require similar compliance from all contractors or sub-contractors employed by him in the wvo6 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 arae required by the Act. The undersigned agrees to employ only such sub-contractors„ on work to be performed under permit, as are licensed by Miami Shores Village. 0 -------------...-......------•- Master Plumber. STATE OF FLORIDA, l COUNTY OF DADE. Before me,the undersigned authority.Is notary public.duly authorized to administer oaths and take acknowledgments, personally appeared tome 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 be has carefully sand the Ioregeing application, and that he did sign the same, and that all facts therein by hire stated are true. My Commission Expires Notary Public.State of Flodda NOTE: A re-inspection fee of $1.00 will be made wbs socio swlaspeodm b snada°aaoaasasy by h* aper notice br lospectlouu. or bulb nuas rials and/air worloaanship. 1►' _ tt 11 PLANNING bjARD AGENDA Of- ' ITEM N0. — Name of Owner/Applicant �(' �v ��"S', '��, Phone No. Address of Property, and/or Legal Description IAO Nature of request: PP VEL DT— J�"t49 , � 9SW S NGL ?AALy Ru�tsoc-l& Present Zoning: Rj— P Area of P�r� building. Area with proposed addition: Parking Spaces Provided. Parking spaces required wi-� Setbacks as per code. W"), Setbacks provided. 146 At I �Q�� it �� "� ' ►� Varma/exceptions/ WOOO DSC• V tSWP Council Action Required No Date of Applicant Notification Planning Board Action Council Action Director Building and Zoning °C '�"� II Z i /Spy Aw M�,1 J' i ge boon �o� vDW AS 10 t / ��-� 400 IMFLl MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Penni: N,j. V..! :+11phi;itIt'll is hereby made for the approval of the detailed statement of the plans and specifications herewith subrr! .l for t;e building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Mkt Shores Village, Florida, Al-Id all provisions of the Laws of the State of Florida,all ordinances of Miami Shores Village and all rules and regulatie•, of the Building Division o1 Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and spat fications most be kept at wilding during progress of work. A �(� t { >wnei s Name and Address-.---0°��'�.. T"�� ._.-. Noln�� d W� Stree�F°.? ,agnea Bred Architect and/or Engineer.-_-- / . .. employing Plumber's Name D�..NJ.�-�IB.�L2..4 Cz2�___ ��?�AIo r/ �,�d 8t[Ee�.b,„�, � ,,,,,. . . _.. ff - o •1• V AO Location and Legal Description Lot__ `._. B —_.____-_. Subdivlsion.Bu S-0- i4- Street and Number where work is to be performed-No. / 15 I o -� ��3UeetI.............._. 9,--- i e-` h is State work to be performed and purpose of building (By Flo)rs)---.----.....--.------------_._.--------------------------------------._ ... . ........ New Building............ --------- -------. Remodeling--........... ...___Addition..._...__-............ Repairs........ ...__..... No of Stones HATH LAVA• SLOP LAUNDRY CATCH FLOOR DRI NKINa a[I p A n 70T�.L �CLOSCTS TU86 SHOW[RS TORIES SINKS SINKS TUaa URINALS BASIN DRAIN FOUNT'NS_ 1(�1 I �Jy' PIXTL RES C. LLT CHECK 7 -® SEPTIC SEWER DRAIN SOAKAO[ GREASE SOLAR DEEP SPRKLR. SWIM'O TANK CONN. FIELD PIT TRAP HEATER WELL SYSTEM POOLCONTR. LIST — CHECK d � Size Septic of Tank ---------•---.......-----_------------------........Capacity ^isle. -... ----•--------..... ----- .., Feet of Drain Tile.------------------------- —fit. Feet of Tank or Drain Field from Well----------------.-... ........_--.....-....... ----.�_. .----_-..-- Nature of Water Supply: City-Well••—_-_-_C4- �1 —_-----—_._Size of Soakage Pit.............................•......--... ......... — - --- - ^-t----- ----------•-••-------••._._..........._.-_ r. Amount of Permits °®�— ------ - --- (Signed)_�J.L ` .-U- e r'Ro -?*___1 J..-..._._.� ... Plumbing Inspectnr The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an a nsloyei of 10" under the Florida Workmen's Compensation Act, being Section SN6, Compiled General Laws of Florida Permanent £upi lement, and has otx-i- 1fwd with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed l y him in ' e a.+rk v b- perfenned under this permit; and will post or cause to be posted for inspection on the site of the work such pLlbl! notice r. no icer Is w regiered by the Act. The undersigned agrees to employ only such sub-contractors, on work to be performed 1.3 aids &a . licensed by Miami Shore VWage. JJ - -- Mast x Plumber. -- STATE OF FLORIDA, t b ss. COUN= OF DADE. Before me, the undersigned authority,a notary public,duly authorized to administer oaths and take acknowledgments, per, r4,; L pinPar!e. 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 acts therein by hin,stated are true. _--'-� My Conurnissioa Expires Notary Public,State of Florida NOTE: A re-inspection fee of $1.00 will be made when sach m4napecdon is mede•necessery by improper notice for inspw-t!on, is fouitq materials and/or workmanship. MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Permit No.....:..................................��90 q Date..... .P Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building of other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Fiucida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulation' of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and speciffcatioas must be kept at building during progress of work. 6 Owner's Name and Address..... .......... ...... `............ .....................No...........................................Street................................................... Registered Architect and/or Engi eer................................................... :... Employing ElectriciaA'a Name ....:.................. ............ .. '. .. �� ....No.. .t .....J� ..� Stree .............................................................................. Location and Legal Description Lot.................. .................................................Block................................_........Subdivision................................................ Street and Number where work is to be performed—No../1.6.57... /V.,ff:...*J;1:i�................Street.................................................................... State work to be performed and purpose of building (By Floors)......................................................................................................................................... New Building......... � ....................Addition..............................Repairs......................................No. of Stories.................... SWITCH LIGHT PLUG FIXTURES REIRIG. IRON RANGE RANGE WATER W. HEAT. SPACE STRIP TOTAL OUTLETS OUTLETS RECE,P'T'S NO.LAMPS OUTLET OUTLET OUTLET CONN. HEATER CONN. HEATER HEATER CONTR. LIST CHECK ENT. DIST. SERVICE SERVICE MOTORS MOTORS NEON RADIO TOTAL SW. CAB. TEMP. PERM. 0.1 HP I.S HP TRANS. CONTR. LOST CHECK Service Overhead i Size Feeders....................Condut................ an w............................... m A Underground MiSAmps...........................Main Fuses...._...................... mps Type of Installation—Conduit.......................Tubing..... ... ..............B.X.L.........................Metal Moulding....................................................................... �e »........................................... ..................... ... _.... ... . ......%A\ .................. Amount of Permit 5. .. .............................. ....... . ...... ....... ........ ............. (Signed)..... 9.......I1JGfl/.... ..1-.............. ..._ .................. Electrical Inspector. 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 subcontractors 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 sub-contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Si ned ( g ). .....`......... .. .... ................. Master Electrician. STATE OF FLORIDA, i COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared......................................................................... ............. ..... .. ..................... ......................................................................................................... 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, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ........................................................................................................... ............................................................................................................ My Commission Expires Notary Public. State of Florida NOTE: A reinspection fee of $1.00 will be made when such reinspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. n � ZNiami Jhores�illage F L O R I D A PLANNING BOARD AGENDA OF ��c-C3 C�.y /Z3, ,"`ITEM NO. 3 Name of Owner/Applicant Phone No. Address of Property, and/or Legal Description Nature of RequestPF'1�4�11r Present Zoning ?`z o Area of Present Building Area with Proposed Addition Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code Setbacks Provided Variances/Exceptions/zoning Change 15 --MVeS . ( e Council Action Required Date of Applicant Notification Planning Board Action Council Action Director of Building and Zoning t '1 1 I ze I IkT 107Th$� 21 130 MMY 4 ' U. , rd r ° g t J 4 T 12 ACT-4 9 : 3 7` -: 4 /7 . /tl , 0 I O u I , 17 / S /4 /r:r 1 /4 - , 6 9 - --------- I / Tt2 ACT- i a z;d u b Z g 9 fz d o /o 13 r }w•. 4- k 1 A41 A• a-i A-T 9 9 /e a /e t f0 ! tz /z9 lift i t N. N. E. 105*K STIR C ET ° N.E. 10 3T, .. .. .- .. .. .. .. •. r o. 3 4 s G 1 B I e fl f2 r1 /4 /t /6 /7 /•'(5 /44 2 4 S / z 3 /S /3 /Y // /0 2 e 7 G S ♦ 3 2 t / �, /ate zr r + b Acr, 4 (od0 o aotc\�„ T. ° nl `ze u\sreurl 1 O �I '� Jy'/O a' e• a )S .• •. Ce-a) r< a /0 9 e / s 4 .� z / 3 1 ,• / z 3 Z s c /; ! z s 4 s v o 5.53' EVENS/DE (4.¢53 d3' / e 3R o ry ioe• S q 3 •7J/err 6 ,57 75 2 '4 N.E 1O!>'a• fir. Ifs e6, 1 t ! S b LU 4 KE. 102*4• .ST.1, 7 IB6 — ti /ir. eo.eo• Ize• �r Pe 7 s I a / r3 le G t 4 iGr z3 zz' T Q A r �/_ z J �� 1 I / r . r-4. E. s O2 o- _ 57, �• •j 9 sus a or' N, f. 3 v� 10 , 4;,r 01sT S T- ' r I L 1 -, eo Qo' eC�/ 300 d 3 E `O`tv C �" /6• p°11 A 3oMORlJ rtwcl K' +. IS 4•A fJ� ♦ i 1!' ro0 roo I /1. /' ?! /J f' 7T Lid 40� 7.3 f t V H 5 ! z ! I s 00TH. 5 T. asrJ.f / z } 1 K.a 4J_•0 3 _ .. .. fzr• • - '� ls' /Or /J o• to o /0 6 AP-B w 4 3 L hl •z//A 9 e 7 6S 4 3 2 1 \ / fo 9 tl 7 (, 5 4 9 Z s NE 100M M- 5 T• (f Se~ 4 0 o z! z TI/4/ k 1 re stn r 21 no ►u/1 /f /f /L. /1 // /9 zo / i• Q nk a 99 TM T. Q „, .r .s ,:r 6 ./ Q Q 4. goy ; /o 74 / •m. .. .. 0 . ,t0 •o a /ro' - v NE. 99TH• ST t ' S43r Z /09 e7 bJ i �'�� 9 B 7 6 r 4 3 z Z, �� r. O A 129 y .e• 7 � s 4 3 2 / 2 � , NL 01/3 �, /4 /� , sr •. Z 1 (. .- /O ;� /1 /4 /J /6 /1 /0 — N.E 98Th 5 ;, 7Ar O r!!e C t4 r, W`°° N .. u` ..o•• •'r ..+.1.' rJo' u NE•.. .56711 ST' G t 1 .T / /9 :4 ;r ,e .! 9 zo zr tr' !.l L411 _• �W r ° o /n 9 e 7 ° s 4 ! : / 7 v 769• N 9 W ^ I QI ! ro 4 '\4 79 2 ...2 .! .0 7 B• 1 '� 4 J2 A // /1 /3 /4 Z 97 n V NC, .. 97 T S T /r . ' \\ \ Tr• ST. /4J.e // 04 rL• fl rel 74 I• e 7 6 S / � �� 4 J z c rl• ` Q`Qe F . --1 00.4 I 7 4 zoo re rot rc ! �'��• ! / � • e .�tio �!`�•A rj I e o ST. $ •7 7c o -, 1J. Jb _ _ .. ..ROM, �. o •- / /t!4 •7 rt.r a' 3 7 L13 L / t0fltl rl/6'f/a 3.2 ;/4J 9 (/ 7� i2 . ro 6 t1 ra f . Jr9 ' o SST y aiami Jhores4= illage F L O R 1 D A Section 517. [Fencing of private swimming pools.] The part of any plot (except a water front plot) that is occupied by a private swimming pool, or the yard in which the same is located, shall be enclosed by a fence which: (a) Has a minimum height of four (4) feet; (b) Otherwise conforms to the provisions of Section 518; and (c) Is approved by the planning board in a particular case or conforms to specifications prescribed by the board. Section 518. [Fences, walls and hedges.] Fences, walls and hedges may be located within any yard, including the margining thereof, subject to the following requirements: (a) Maximum height: In any required front yard, three and one-half (31/2) feet; in any required side or rear yard, five (5) feet; except that: (1) Any such feature along a side plot line in an R, A or 0 district that is contiguous to or across an alley from a business or commercial district may be erected to a height not exceeding eight (8) feet (1) along any rear plot line or (2) along any side plot line rearward from a point ten (10) feet dis- tant from the front plot line; (2) No such feature higher than three and one-half (31/2) feet shall be established or maintained, whether previously existing or not, on any corner plot within a distance of twenty (20) feet, meas- ured along plot lines, from the point of intersection of the street lines bounding the plot; (3) In A-1 zones which abut on property lying outside village limits the council may permit a wall of not more than five (5) feet in height with a mini- mum five-foot setback on the front property lines if the surrounding circumstances in the judgment of the council so justify. Under the same circum- stances the council may also allow a chain link fence to be erected around tennis courts with a maximum of twelve (12) feet in height and a ten- foot minimum setback from the front property line of property in such zone and similarly situated. (b) All walls or fences in any, front yard, including the margining thereof, shall be constructed either 'of orna- mental masonry or of ornamental metal, but not in- cluding any wire fence. (c) Any fence, wall-or hedge hereafter established adjacent to a rear plot line along an alley there shall be provided a clear space of at least forty (40) square feet in area along the alley line, available for the placing of waste materials for removal. Within three (3) years after the adoption of this ordinance a similar space shall be provided (unless already existing) in any exist- ing fence, «wall or hedge adjacent to an alley. (Ord. No. 344, § 1, 5-6-69) Supp. No. 15 918 FORD CO. C. W. LAI D,- f PP 242 N; W:- fled Ave. mianli, .Fla. 33126 ! Phone: 414-6374 NE : 4M . e ... I.� - rat r * ~�C I b.✓ �� v {A] /Iz '' F Sys • . , �� . /sir _ ___ fi 0 Ala. 11-155 ...t• � � T i 3B.40 �� ;1• `� '•f 3:, .� /- �1.?f'✓ GBS ��} i \ E,/O.0 4 20,00 V ��.' �� 7.SOc� /1:;✓O 1,. � .a i '7 c. .+ }� ,./�� • n.amuSTPEE SKETCH OF SURVis'Y 20t Je comber lip 1981 1 S � r —51-1-iami Apres7iffage F L O R 1 D A PLANNING BOARD AGENDA OF � (�'� /� , �" ITEM NO. 3 Name of Owner/Applicant �- �'�-�� Phone No. Address of Property, and/or Legal Description Nature of Request AFFfk'�W*- /0t:- Present 0t`Present Zoning `�`z® Area of Present Building Area with Proposed Addition Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code- Setbacks odeSetbacks Provided Variances/Exceptions/zoning Change Council Action Required Date of Applicant Notification Planning Board Action %,� Pki'n-'/1 Council Action ,R r s Director of Building and Zoning 1 . r I 231 I� — !- - I zJ / I ti1:.... 1 ' ------ — iolT� ZZ "1. z TS , Zr SO 3 4 rJa /9 to' 4 I- 'y 61 /9 :� ----6a. U: .7 I I / 7 w 1 Iz W B 15 y /a • e ; e 4 a �9 rz N�v /O U � A•. A•t k1 14i A•1 % !! K aso� /z9 N. 05'. TRET ° 14.1. 10 9T. \ r or. -' ._1 2 3 4 S 6 7 8 1 ..e It !z r3 /4 /S /b /1 ` — — a,J99 — 1 e rr is 7 f4 K ►t r7 w rOa /J4e 1r' •' .. .. 7 /S - / S 4 S b Ac r. / 2 3 /S /4 /J /L // /0 2 d 7 G S 3 2 2 / 1 /3r rr 1 s4 3} T. ° • N. trK'ewsencrT 1 C o MO,itK � re•Ioo o• .ro• .. .. m s e .. / .. s 4 3 z / y 3 z / r z 3 2 s c 7 ; z 3 4 s � ; /ro ar .. 71 Bas tar (eVENS O' /DE (¢¢-S,�> 3" Tit I 4 J 7s/try rar-sr) r 2 1]- ,5 7 75 L y N•E 10 9 Its• O r. /10-x1 dsr di\ - r ! ! 1,4)s D 6 :L 7 r PIE. IO2T4• .ST.P > \ a• eo'se• /to' Q ^ io'o C. J 4 T Q A G T- 2 V r�. r.rJ �S 7 J 4 3 �!/ , rrr .1 3 i o z ° 57 /L /3 I ` 1 01 P S T. -o w W 9 z 2 trz, .r AW/ 13 J ��\ S 4 L ! 174 OC roa' =o o L 3 `O,s< l77 /6 o rllcr (Iowe°ly rRACT K.E C_ \ Q r11•A DManrs 1e4•A IP t 1 rJ w /S »• 7\9 • roe' roo 4 S e Nf' 7.4-- 7f u2' •F s A 3 I I007H. $ T. alr�.r r L - . /rr• - - 7s' /07 /J O' � .ro 90 ♦ - • J J L hl 'Q//A f s 7 L S 4 ! z 1 \I�/ 7 4 S A 3 1 $ NE. IOOTM. $T. r°/ 8 rr 'r 7 l ►fit �J Z /4 /S /i /1 p /! :o / ; e 7 I c 1 s T _ / W e ,Ll l 7 I• /JJ' 2 1,V /0 S e i b .+'` •r% �1•� NE• 99 TM- ST ' 1. O A c{ 119 9 'd 1 4 \ 4 3 2 / i 4, /4 /'' /G /1 '/B /9 20 / `rF 2 - I- (. Irti. - •ls �'s• an. 1 /0 .M /1 /I /J /0 /1 /e of 4 N.E h 9BTN S - ', 7 I o rlae z. ct • roe tr .. „. p. •-J• •�, so .°. NC,.. .'6TN ST. -� r II . W`13 :4 s .0 .r 9 20 zr Zr' z3 14* 2' tl I,J z d ►-' /0 9 s 7 ° s 4 J 1 / 7 ' i V Mra rr t S Z e 9 ro 4 d' }4 79 1 9t ./ .0 7 Q > 4 J p1 // rl r3 /4 is /G rl B r9 to Z b ^ ,o rd �rr90 J 11 9c rs 1: :9 me r 7r 97 T` .. ST. , — w v NE. 97 TN 5 T• rr ' rlyd u M s. re rol is .. r3' r.: r rry 7• 7e . ;r � 2 � T TiT .-nilr 9 /5 7J 4 _ rrol oi 70 d-,7 �L� !0T��/?/Jf/TI/ \� \/ I � U eo N. E. 96TH.e o ST _ 8 ` .. .. ..p•� 1 \ N4 r Z r • . . Im 3 .�© L) /0 577- y �I V Y B. FORD- CO. C. W. LADD, PP S. / 242 N. W- 42nd ..°eve. Mian11, Fla. 338216 / Phone: 4444574 • y � ., � �r� pv � J g -1 V Q 'V 0 6) �1 t 3B.40 N sa "a/oor 20,00 ,� /3 d• /a.2 J _f 030r STPEE..T SKETCH OF SURVa SGALis t 1" - 20t December 21 1981 iami Jhoresllage F L O R 1 O A Section 517. [Fencing of private swimming pools.] The part of any plot (except a water front plot) that is occupied by a private swimming pool, or the yard in which the same is located, shall be enclosed by a fence which: (a) Has a minimum height of four (4) feet; (b) Otherwise conforms to the provisions of Section 518; and (c) Is approved by the planning board in a particular case or conforms to specifications prescribed by the board. Section 518. [Fences, walls and hedges.] Fences, walls and hedges may be located within any yard, including the margining thereof, subject to the following requirements: (a) Maximum height: In any required front yard, three and one-half (31/2) feet; in any required side or rear yard, five (5) feet; except that: (1) Any such feature along a side plot line in an R, A or 0 district that is contiguous to or across an alley from a business or commercial district may be erected to a height not exceeding eight (8) feet (1) along any rear plot line or (2) along any side plot line rearward from a point ten (10) feet dis- tant from the front plot line; (2) No such feature higher than three and one-half (31/2) feet shall be established or maintained, whether previously existing or not, on any corner plot within a distance of twenty (20) feet, meas- ured along plot lines, from the point of intersection of the street lines bounding the plot; (3) In A-1 zones which abut on property lying outside village limits the council may permit a wall of not more than five (5) feet in height with a mini- mum five-foot setback on the front property lines if the surrounding circumstances in the judgment of the council so justify. Under the same circum- stances the council may also allow a chain link fence to be erected around tennis courts with a maximum of twelve (12) feet in height and a ten- foot minimum setback from the front property line of property in such zone and similarly situated. (b) All walls or fences in any, front yard, including the margining thereof, shall be constructed either 'of orna- mental masonry or of ornamental metal, but not in- cluding any wire fence. (c) Any fence, wall or hedge hereafter established adjacent to a rear plot line along an alley there shall be provided a clear space of at least forty (40) square feet in area along the alley line, available for the placing of waste materials for removal. Within three (3) years after the adoption of this ordinance a similar space shall be provided (unless already existing) in any exist- ing fence, wall or hedge a.djucent to an alley. (Ord. No. 344, § 1, 5-6-69) Supp. No. 15 918 Permit NO. CC-10-07-2076 Miami Shores Village Permit Type:Commercial Construction d v� 10050 N.E.2nd Avenue Per m i Work Classification:New Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 o i%nP issue Date: 10/1212007 Expiration: 04/09/2008 Project Address Parcel Number Applicant 1155 NE 103 Street 1122320310080 Miami Shores Village, FL 33138- Block: Lot: RUBEN THOMPSON Owner Information Address Phone Cell RUBEN THOMPSON 1155 NE 103 Street MIAMI SHORES FL 33138-2726 Contractor(s) Phone Cell Phone Valuation: $ 1,000.00 IVY H SMITH COMPANY Total Sq Feet: 54 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Floor Trusses Date Denied: Roof Sheathing Type of Construction:AT&T Occup d:/� �]e1 Final PE Certification Stories: Exterior: (moi ' ^'i Footer Column Pads Rear Se Ck: OCT00 Rake Beam Front Setback: b , 9 2007f14 Wire Lathe Left Setback: Right S ck: Plans Submitted:Yes Certification Status:�A(' 21V Final Building dr��Q ,{�, Stem Wall Footer Certification Date: A UI7tl� � P SH®RPS VILLAGE Framing Bond Return: Classifica ion:Commercia Roof Trusses Insulation Drywall Screw Fees Due Amount Total Amt Paid Amt Due Window and Door Buck CCF $0.60 Tie Beam Bond Beam Education Surcharge $0.20 $0.00 $0.00 $ 0.00 Permit Fee-Additions/Alterations $100.00 Tresses Plan submittal Scanning Fee $3.00 Payment Type: Second Floor Tie Bond Beam Technology Fee $2.50 Fill Cells Columns Total: $106.30 Termite Letter Density Shutter Final Second Floor Slab Window Door Attachment Slab Spot Survey Wall Sheathing In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated October 12, 2007 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy Friday,October 12,2007 1 R Inspection Worksheet m Miami Shores Village ■n ntnm 10050 N.E.2nd Avenue Miami Shores, FL nivA�V Phone: (305)795-2204 Fax: (305)756-8972 nspection Number; INSP-639 Permit Number: CC-10-07-2076 Inspection Date: 02/14/2008 Permit Type: Commercial Construction Inspector:f4eddguvzFJvW �a�) C ��'� Inspection Type: Final Owner: THOMPSON, RUBEN Work Classification: New Job Address: 1155103 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1122320310080 Project: <NONE> Block: Lot: Contractor: IVY H SMITH COMPANY Building Department Comments AT&T IS PLACING AN 18' OF 24" PVC FROM POLE TO BISCAYNE BLVD R/W TO PLACE CABLE FOR FUTURE SERVICE.AT&T WILL RESTORE GRASS IN THE AREA Inspector Comments Passed mld Failed El— Correction D Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Wednesday, February 13,2008 Page 2 of 2 J Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 BUILDING Com+ I�TED Permit No. PERMIT APPLICATIO OCT 0 9 2007 Master Permit No. FBC 2004 BY: Permit Type(circle): uildin ectrical ®Plumbing Mechanical Roofing Owner's Name(Fee SimpleTifl t a older) � _ �� Phone# --1� Owner's Address (�� City (f�'d l� 15!A(atate Zip l Tenant/Lessee Name Phone# Job Address(where the work is being done) 6i.5 C,8Y1V E 81-1,) cR Aly 103 S j City Miami Shores Village County Miami-Dade Zip '9313 $ FOLIO/PARCEL# Is Building Historically Designated YES NO a� Contractor's Company Name IVY i" LLC. Phone# 306-- -25 7 0 2-2,2 Contractor's Address 11900 Scat J_Z2 ST City M16103i State Qualifier Name fl I T F U)A Phone# State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name(if applicable) a I T i SCA (apt 1—Aj A Phone#_ -306—.2 z 2— 9 33? Value of Work For this Permit$ _5706., j O6. Square/Linear Footage Of Work: 5q Type of Work: Addition [:]Alteration ❑New )Repair/Replace ❑Demolition Describe Work: 19t4 T is PGf cit46 18 , OF PUG FROM PO L., TO 4a09Y62E L.v-2) 9lu-) TO PLY�CE COBLE &)R Fu.I-E-RF seg y i ce a-r -9 T wi- L QES'T0R-6 ME C2R,4 SS 6RE& Submittal Fee$ Permit Fee$ IV CCF$ CO/CC Notary$ Training/Education F Technology Fee$ Scanning$ Radon$ DPBR$ Zoning$ Bond$ Code Enforcement OCT ��on a Fee$ Structural Review.$ —�� Total Fee Now Due$ ILL''k�"LE See Reverse side- Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature__J—�r� Owner or Agent Contractor The foregoing instrument was acknowledged before me this— The foregoing instrument was acknowledged before me this day of ,2l, ,y _'ay of 0 by 6 �� &AVL4 , who is personally known to me or who has produced o is personally know me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY IC• NOTARYPnUC-STATEOFnORMA NOT Mabel VRrps ANA o s COM111ls8l0a#DD679170 C�i s:Maya, 41 JULY 13 m Sign: a ,2011 Sign: M- Print: Print: JA4JQ '77T I My Commis ion Expires: My Vommission Expires�J 2 APPLICATION APPROVED BY: d' 0 ,1111-7Plans Examiner Engineer Zoning (Revised 02/08/06) • GENOVESE OBLOVE 8l B eTTI STA RuparSemf18 a�..a s 1� TCICPPIOnC (305)3 349-?318 g-A.�.—_ emzul.rsarafantNikiaw com Attorneys at I.aw October 17,2007 Mr. Tom Benton Village Manager Village of Miami Shores 10050 N.E. Second Avenue Miami Shores,Florida 33138 Be. AT&T PerIniaAnnlicativns for Cnnstructton in Right of Wav Dear Tom At your request I have looked into the issue of whether or not a signature by the property "owner"should be required in connection with permit applications from AT&T to install facilities in the Village right of away. After reviewing correspondence from AT&T counsel and having discussed this matter with our building official, I am of the opinion that these permits can be processed without any"owner"signature. It is my understanding that the primary purpose for requiring the owner signature is to protect the Village from claims by third parry owners that the Village issued permits to contractors without the consent and approval of the owner of the property. Plainly,the Village does not need its own signature to assure itself that it will not bring any future claims against itself in connection with this permit. In addition,counsel for AT&T has raised substantial issues about whether or not the Village consent is even required for the use of this right of way (an issue which need not be resolved for purposes of this opinion). If you have any questions,please do not hesitate to contact me, ery truly yours, Richard Sardfan RS/dr ce: CIaudio Grande Bank of Amenca'rower*100 Southeast Second Street 41th Floor•Miami.Flonda 33131 •Telephone:3053.&92300*FacSurule 305.3492310 .. . . . .. .. . • •. . . • . . ... . . . . ... 0 F M I A M I S H 0 R E S .. . . . PERMIT SKETCH •. . . . . . . . . • . . . . . . . . . . . . . .. . . . ... . .• His RECE n 17 9 F 7 + -o JJ GRAVITY WALL 11 --JLJ 7 R/W v~ (TYP l O \ v~a0 "o \ R/W EXIST SWK \ GRASS ( \ o ® ❑ EXIST SWK ❑ 2' C B GE \ 2' C B G E N E \ N Q EXIST 2 \ PC 4"C \ CDNC MEDIAN \ B I SCAYNE BLVD ( SR 5 ) STA 100+85 \ E E \ v � \ v N O O N `\ GRASS ( O ® O \ EXIST SWK \ vl—R/W s a s \ GRAVITY WALL \ �� R/W (TYP l \ \ , NO PAVEMENT EXIST AT&T TO BE CUT TRENCH/BORE 18 BURIED GBL PROP 2 — 4 "PVC \ y BellSouth UPRPOLECTS Q� \ \ ® Telecommunlcotlons AT&T WILL RESTORE R = 3' ,A \ A �� \ PROPOSED TELEPHONE FACILITIES ARC = 5' GRASS AREA 90 DEG BEND O \ - / ----1 ON RIGHT OF WAY OF C� Zo b \'\ CITY OF MIAMI SHORES „7_ \ NE 103 ST & BISC BLV o APPROVED Exchange: ZOrIING DEPT _ __ \ MIAMI FrrC ;A S BEFORE DIGGING BLDG DEPT �/0 _I Designer: Bafina, Gitika L 811 SUBJECT TO COMPLIAN E\`:9TH ALL FEDEP.AL Phone: STATE AND COUNTY RULES AND REGULATIONS 305-222-8237 --��--a SUNSHINE STATE ONE CALL Authorization: CENTER 7MP05188N Dwg. 1 of 1 10/9/2007 8: 16:51 AM r 5 32'0o t 1 �B�o .�29� X260 3290 2.r2./0.2-' 71 2Y2,r•/O 2 = ACrErW Are 8�, O- � .30 —o•• ALT -Z-iJ PERMANENT BRACING (Where Indicated) BRACE: shall be 1 x 4 continuous lateral column bracing attached with two 8d nails each member. SOUTH ®ADE ROOF TRUSS CO., INC. " T " BRACE: shall be 1 x 4 stiffener nailed flat to top of web with 8d nails at 8"O.C. Phone (305) 248-2025 Connector elates shalt be made from 20 gauge Graae A (ASTMA446 72) prime, riot Design Specification: TPI - 78& S.F.B.C, dipped gatvanizea steel. Pla'es small be applied to both faces of the truss at each LOADING i forst. where d.—ensions are nal shown, plates shall be placed symmetrically about Plates: Truswal Series 5000 e the Io,nt. cultinq and fabrication shalt be accornwisned using equipment which will Top Chord pst ` Produce snuq 1rt•,ng ana fully emtaa ieaeplates. Refer to••Quality Manual- —Control ManuSO. Pine Lumber Size and Grade lexcept as noted) by the Truss Plate Institute (TPI) :400 East Devon, Des Plaines, Illinois 600)8.7 me Bo'lom top chord is assumed to be comlinuously laterally braced by the root sheathing. Chord ,Opsf Top Chord GI' o• r Only strcutural redunea of individual truss members is noted on this design. Per n sO ns erecting trusses ate cautioned to seek ptolessiondl advice regardinq temporary Total_ psi Bottom Chord: (/ QE� �• -p election bracing which is always required to prevent toppling and "Gominoing" ♦ /D- O Referto "Bracing Wood Trusses commentary and Recommendations(TPI)" It Duration F t0 Webs: is the responSibility Co of hers [o ascertam that the design loads utilized on this SPIB 1977 , drawing meet or exceed ire acl•jai dead loads imposed by the structure and the r °' Jhill live loads imposed Dy the 1UcjI building co0e or historical climatic records. The 9 amount of camber is affected by numerous nonstructural considerations and as Spacin 0.C. JOB TITLE BY/ JOB NUMBER- DESIGN NUMBER such, the teteace Roof of ss Desired camber IS outside the scope Of resDOnilbil- LA 05 G5CAVE2 �/.�. M 3 / ity of South Dade Root Truss Co. PORTING CALCULATIONS FOR DRAWING a' OB NAME: 81360- 1 TR„qNAI `_^TE.M5 C:ORF'ORATioN , omi . F . . PAN: 30 FT 0 IN 0/15TH 71201PI (IAD 30+ 20+ 10 - 60 PPF AT _ ., . . /. _.- AC. NG : ?1 " (1 . C . ply Y 1 ARING `=:IZES : LEFT 8" , RIGHT 8" OVERHANG : LEFT 0 ' - n " , RIkHJ 0 ' 0 " EELS: LEFT 0 ' - 0" , 4IGH1 0 ' - 0" rnNTIL ;. VFRS : LEFT - 0" , RIGHT 0 ' - 0" JNIFORM LOADS 100 PLF FROM 1 TO 7 TC 20 F'LF FROM 1 TO 7 BC LMBER FORCES FROM LEFT TO RIGHT: 17P CHORD BOTTOM CHORD WL:K RFOC:T 1 ,0 I 1 = 1099 B 1 = - 1055 W 1 = -0865 N n= 142 2 RF OCT IOH Q 0 5/5 2= -3007 B 2= 2324 W 2= 501 W 6= --461 RLACTI&N 0 7= 1624 3= -3059 D 3= 2432 W 3= -48G N y- - 01! 1 4= -3547 B 4= 4247 W 4= 671 1 5= - 3572 1 E,_ --4424 0 AND BOTTOM CHORD LUMBER ANALYSIS ( 0I70 : TOP CHORD : ( MINIMUM ORADF ) #2 KD 50 . FINE l .Orl(10i1 F PAN `-tIZE SLOPE t_-ACT L -AVE OFAC:T f A( L'5I ) K(PSI ) HX IML PI NDINN KsI 1 2X 4 3. 50 5 . 62 5 . 62 F -100 1750 . I /v A 2X 4 1.50 4 . 69 4 . 69 . RIM 100 1 qn ' nip'1,' 'q 727 X 4 3. 50 4 . 69 4 . 69 . 81M 10.0/ 1750 .?'_p . 395 . ;114 4 2X 4 --3 .50 4 . 69 4 . 69 . 93M 109/ 1150 . 401 . _-_" . ,-101 5 2X 4 -3 . 50 4 . 69 4 . 78 99m 1 0`=1 c 1 &0 .&K7 _l�. 1 t ,A c [ P 6 �_X 4 -_, . Ertl �, , E�? 4 . 7�, . .-,._>�'1 1 (1`-1 , I /_ (.1 , -�� , _Sr, i _aUll BOI CHORD: ( MINIMUM GRADE- ) #2 DE=NSE DRY nO . PIK 1600000 F PAN SIZE SLOPE L-ACT L-AVE OFACT FAt ';I ) FE (PSI ) FIXIAL_ K111)14,KKD14, 01 _ 1 2X 4 0 . 00 57 2 . 67 1 . 00P 1 1 qn 1900 K ! APP . 1 7'=1 ?X 4 0 . 00 7 . 23 8 . ,8 1 . 00M 975 1 `100 . 01 . ,R; . 60 3 2X 4 0 . 00 9 . 54 9.67 1 , 00M 975 1100 '",(r A61 4 2X 4 0 . 00 10 . 46 937 1 . OOM A 190(1 . 02 . '61 . `_+84 r, D ANA:_YGIS : ALL WEBS 2 X 1 #3 DRY SO . PINE WEB 1 BRACED AT THE 1 /2 POINT ( S) . ALLOWABLE MAXIMUM LIVE LOAD DEFLECTION ( 0360 ) = 1 , i100 IN . ACTUAL MAXIMUM LIVE LOAD DEFLECTION = . 228 IN . OCCdRS A I PAIdL.I. PHIN I : H . _ JPPORT ING CALCULATIONS FOR DRAWING � JB NAME : 81 361:I- 1 TRU�)WAI_ �Y�-)1 L11 C0RPOIR'oT 1 JN - I1lIOi1I , F 1--. );'AN: 30 FT 0 IN 0/161H 7/20181 ' JADING: 30+ 20+ 10 = GO PSF AT 33.3X ,_,PAC:ING: 24" O . C. ilY t_ARING SIZES: LEFT W' . RIGHT 8" 0VFRHANG: LEFT CI ' 0" , RI( HT 0 :_ELS: LEFT 0 ' - 0" . RIGHT 0 ' - 0" CAN i ISE VERS : DEFT 0 0 r�I H I Ll (I UNIFORM LOADS 100 PLF FROM 1 TO 7 ! C 20 PLF FROM 1 TO 7 BC. �LIIBER FORCES FROM LEFT TLI RIGHT : 10P CHORD B01 TOM CHORD AL8S F;L f1C ! 1011':> T 1 = -5330 B 1 = 51 1 7 W 1 = 206 W 5= 1 352 REACTION 1 = 1 800 T 2= -4261 B 2= 4937 W 2= -903 W G= --463 REACTION 7= 1799 1 3= -4313 B 3= 3034 W 3= -486 W G/I i 4= -4174 B 4= 4849 14 4- 1471 5= -4199 6= -5051 ')P AND BOTTOM CHORD 0111 ER ANALYSTS ( TF'I7C; ) : TOP CHORD: ( MINIMUM ;RADE ) #1 PRY F,O. PINE 1 (001100 E PAN SIZE SLOPE L--ACT I_.-AVE OFACT FA( PF)I ) FR(P!51 ) AXIAL BENDING CSI 1 2X 4 3.50 5. 62 4 . 78 .E; ;M 1 1 ,I 1 '��;0 . 642 :; 'E; 2 2X `I 3 . 50 4 . G13 4 . 78 .P3,M 1 1110 11131-)0 x-) 14 . 3�?0 . 834 3 2X 4 3.50 4 . 69 4 . G9 . P)"IM 1 190 1950 . F)18 307 . 82c-) 4 `X 4 -:3. 50 4 . C.9 4. 69 . €; 'M 1 190 1950 . SiI 1 306 . 3U7 5 2X 4 -3. 50 4 . 69 4 . 78 . 'cl,M 1 11=;"; 1 `-150 5i_JE) 3'20 , 826 G 2X 4 -3. 50 5 . 62 4. 78 . Fc:311 1 1 F,L, 1 cIF,O Flf 9 Je . 9 ;5 BOT CHORD: (MINIMUM GRADE ) a2 DF.11SE KD 50 . F'IN[ 1 E PAN SIZE SLOPE L-ACT L-AVE OFACT FA( P`=,I > r B ( PSI ) 0X10L E>L J DING I 1 2X 4 0 . 00 2. 67 6. 60 1 . 0011 1 U L'X 4 0 . 00 / 8 . 56 1 • ()OM 111 ,0 OF)(1E.)7L' L) 2X 4 0 . 00 `=1 . 54 9.C7 1 , 00M 1111111 17; . 74 '> 4 2X 4 0 . 00 10 . 46 9. 67 1 . 0011 1 0�)(_I ;=11150 ILB ANALYSIS : ALL WEEP, X 'a a3 DRY S0 . FINE ALLOWABLE MAXIMUM L IOE I-OAD DEFLEC ! ION t /..'f.IJ ) = 1 . 000 11 H . ACTUAL MAXIMUM LIVE LOAD DEFLECTTON = "_) 1H . OCCURS AT P01111 Pi1I ff '-1 . e t , --3•s� Ids %12� � lip.�� 32�� 5a[:7D q0 i2 5 /YI 7V SO L I D ill Sir Il t, 4-0 PERMANENT BRACING (Where Indicated) BRACE: shall be 1 x 4 continuous lateral column bracing attached c^ with two 8d nails each member. SOUTH DADE ROOF TRUSS CO., INC. T " BRACE: shall be 1 x 4 stiffener nailed flat to top of web with 8d nails at 8"O.C. Phom (305) 248-2025 Connector plates shall be made from 20 gauge Grade A (ASTMA446 72)prime, not Design Specification: TPI - 78& S.F.B.C. dipped galvanized steel. Plates shall be applied to both laces of the truss at each LOADING lo,nt. Where dimensions are not shown, plates shall be placed symmetrically about Plates: Truswal Series 5000 the joint. Cutting and fabrication shall be accomplished using equipment which will Top ChordZ pst prociu,-e snuq frtt,ng and fully embedded plates. Refer to—Quality Control Manual Bottom SO. Pine Lumber Size and Grade (except as noted) by the Truss Plate tnstrtute (TPI),2400 East Devon, Des Plaines. Illinois 60018.The top chord ,s assumed to be continuously laterally braced by the roof sheathing. Chord /O psf Top Chord 0, Only strcut ural req used of ,nd,v,dual truss members is noted on this design. Per- t sons erecting trusses are cautioned to seek professional advice regarding temporary Total—� psf Bottom Chord: erec hon bracing which is always required to prevent toppling and ••Domino,ng'• /J.��/ / Reter to ••gracing Wood Trusses: Commentary and Recommentlat,ons(TPI)" It Duration F cto Webs: ts�'•('/•.K/ !� 401 S 7 is the responsibility of of hers to ascertain that the design loads utilized on this • SPIB 1.777 draw stg meet or exceed the actual dead loads imposed by the structure and the °c Ilve loatls imposed by the local building code or historical climatic records. The - amount of camber ,s affected by numerous non-structural considerations and as Spacing 24 O.C. JOB TITLE BY JOB NUMBER- DESIGN NUMBER S the determination or the oes.red camber is outside the scope of responsibil- / �� ,�p� _ ity of South Dade Roof Truss l0. L )A)A � �eA' �� _ii co e6 /a t� SUPPORTING CALCULATIONS FOR DRAWING u _ JOB NAME: 01364-2 T;1-SWAL SYKKMS (_:ORPORA f ION - MIAMI . FL'. SPAN: 31 FT10 IN 0/16TH 20181 LOADING: 30+ 20+ 10 = 60 PSF A7 30 . 0 `=PACING: 24" O. C . 1 PLY BEARING SIZES: LEFT 8" , RIGHT 4" OVE=RHANG: LEFT 0 ' 0 " . RIGHT 0 ' - 0 " HEELS: LEFT 1 ' - 5" , RIGHT 1 ' - 6" CnNTIi_EVERS : LEFT U ' 0" , RIGHT 0 ' - 0" UNIFORM LOADS 100 PLF FROM 1 TO 9 TC 20 PLF FROM 10 TO 18 BC MEMBER FORCES FROM LEFT TO RIGHT : TOP CHORD BOTTOM CHORD WEBS REACTIONS T 1 = -5204 B 1 = 0 W 1 = - 1063 W10= -717 REACTION i 10= 1910 T 2= -8174 B 2= 5204 W 2= 4999 Wil " K8 REACT TON0 18= 1909 T 3= -9899 B 3= 8170 W :3= - 1544 WIN - 1910 T 4=- 10392 B 4= 9899 W 4= 2062 wilz R2? T 5= -9649 B 5= 10392 W 5= - 1039 W 1 0 0103 T 6= -7669 B 6= 9649 W 6= 1668 W 1 _, 1291-1 T 7= -4453 B 7= 7669 W 7= -574 W16- 429G � T 8= iJ E; 8= 4453 W 8= 47G A 1 1= - 1911 W 9= - 108 10P AND BOTTOM CHORD LUMBER ANALYSIS ( TPI70 ) : TOE' CHORD : (MINIMUM GRADE ) &2 Q SO . PINS 1600000 E PAN SIZE SLOPE L.-ACT L -AVE OFACT QtP" 1 ) FB( PSI ) AXIAL 0NDING ;_S 1 2X 6 3. 50 4 . 67 4 . 27 . 85M 1200 ! Soo . :39, l". 1 53 2 2X 6 3,50 3 . 88 4 . 27 . 85M 1200 1 '_ OO . 61 ') . 1 1 . 751-1 3 2X 6 :3.50 3. 80 3. 00 . 85M 1 YOU 1 500 . 750 . 1 0 , = 4 LX 6 3. 50 .3 , 88 3, 88 . 85M QUO 1500 . /8/ lux 5 2X 6 3, 50 3,88 3 , B8 . 95M la'11(1 1500 . 131 6 2X 6 3.50 3. F;8 3. 89 . 85M 1 ?0O 1 x,00 401 . lop . &89 7 2X 6 3.50 3. 88 3,80 . 85M 1 m 1500 33/ . I H8 . 4*, 8 2X 6 3 .50 3.08 3. 00 . 95M 1 ?00 1500 . 000 ink . 1 0Fy BOT CHORD: (MINIMUM GRADE ) al KD SO. PINE 13"0000 L PAN SIZE SLOPE L-ACT L-AVE - QFACT FA( m l fp( PST ) AXIAL E,i_NDING CS I 1 2X 6 3. 40 4 . 67 3 . 94 1 . 00M 1050 150 . 000 . 025 . 03 2 2X 6 3. 50 3 . 68 3. 94 1 . OOM 1050 1050 451 . 025 . 1h, 3 2X 6 3. 50 3. 88 3 . 00 1 . 00M I Hl O 1 €350 . 70H . 020 . /3121 4 2X 6 3 4 . 5U . c;8 .�-, . 88 1 . t7UM 10',1.1 1 ;-i�.(1 . f_;57 . I3? 882 5 2X S 3 . 50 3. 88 3. 85 1 . OOM 10KO 1050 . 900 . 021 . 424 6 2X 6 3 . 50 3. 88 3. 88 1 . 00M 1 oko 450 . ask . 024 . 80 7 2X 6 3 .50 9 . 88 3. 88 1 . 00M 100 l ;50 . Goo 024 60-; 8 2X 6 3, 50 3. 88 3. 71 1 . 00M ! Ono 1840 . -,OR < ; J E ANALYSIS : ALL WEBS 2 X 4 a3 DRY SO . i'INE_ UNLESS NOTED EIELOW . WEB 2 IS 2 X 4 a2 DRY SO . PINE WEB 16 IS 2 X 4 a2 DRY SU. FINE BRACED 01 1 1E 112 POIN E ( n ) . TOTES: ALLOWABLE MAXIMUM LIVE LOAD DF.FLEC1100 ( E ,'vH ) - 1 . U51 .1N . ACTUAL MAXIMUM LIVE LOAD DEFLECTION - . :' n IN . OCCURS AT PANFL POINT 14 . SUPPORTING CALCULATIONS FOR DRAWING # JOB NAME : 813E,0-211;IISWAl- >Y'_ TF,'l CORPORATION -- MIAMI ', 'r L . SPAN: 31 FT10 IN 0/16TH 7/%'0181 " LOADING: 30+ 20+ 10 60 PSF AT FACING : 24'° O . C . 1 SLY BEARING SIZES: LEFT 8 FLIGHT 4" OVLRHAN6" : LEFT 0 ' - 0 " , RIGHT 0 ' - 0 " HEELS: LEFT 1 ' - G" , RIGHT 1 ' - 6'° C:ANTTLFVER!� : i-EFT 4 ' - 0 " . IGH1 0 ' -- 0 " UNIFORM LOADS 100 PLF FROM 1 TO 9 TC 20 PLF FROM 10 TO 18 BC: 1EMBER FORCES FROM LEFT TO RIGHT : TOE' CHORD BOTTOM CHORD WEBS REE T 10N`, T 1 = 894 B 1 = 0 N 1 = 47 W10 = 113 REACTION ro; 11 = 2238 T 2= -2943 B 2= -894 W 2= -859 W11 = 29 REACTION ? 18= 158? T 3= --5544 B 3= 2943 W 3= - 1873 W12- - 1070 1 4= -6908 B 4= 5544 W 4= 3,102 A13= 4915 T 5= -7036 B 5= 5908 W 5= - 1368 14111=- -22G2 T 6= -5927 B 6= 7036 W 5= 2509 W15= 1361 T 7= -3582 B 7= 5927 W 7= -902 W16 = • T 8= 0 8 8= 3582 W 8= 1316 W 1 ?` W 9= -43G TOP AND BOTTOM CHORD LUMPFR ANALYSIS ( TPT78 ) : TOP CHORD: ( MINIMUM GRADE ) &2 DRY SO . PINE 1 ,000tUii F PAN SIZE ',LOPE L -ACT l._-AVE OFACT A( P'_;I ) FR PSI AXIAL BFNDING C =,I 1 2X 6 3 .50 4 . 67 4 . G7 . C15M t; ,c 1400 . 130 . 167 5 CJ "' , f'8 "t 2 2X 6 , . . 88 . 17t11 lC►CIO 3 2X G . 50 3. 88 3. 88 85M 1000. 4 2X 6 3 .50 . 88 3.88 . CJSM 1 OC10 1400 . 621 1 1 c r 44 5 2X 6 . 88 .3 . 88 . Ct M 1 (Jllfl 1 6 2X 6 3. 50 3. 88 3 .88 p,5M 1000 14!_10 . `,=19 , 1 16 . ,_,E5 7 2X 6 3 . 50 3, 98 3. 88 , <t;M 1000 1400 326 . 11 ; 441 8 2X 6 3.50 3 . 88 3, 88 . 8511 10(10 1400 . 000 . 1 1 E. . 116 BOT CHORD: (MINIMUM GRADE ) &2 KF) SO . I11,14E 1 E,O000i11 E PAN SIZE SLOPE L-ACT L-AVE CIFACT FA( F'SI ) F-D ( PSI ) 1XIA1_ 1 E N D I N G' CSI 1 2X 6 3.50 4. G7 4.67 1 . 00M 1200 1500 0 . 000 , 0 . 043 2 2X 6 3 .50 3.88 3.88 1 . 00M 1200 1500 , 0G 1 , 0'tC� - . I_i`_J„ 3 2X 6 3.50 3 . 88 3.88 1 . OfJM G 75 1 �l00 _197 4 _)X 6 3:50 3.88 3. 88 1 . 0011 C.15 I �,UO 747 . lJril"I . 777 5 2X b . 50 3 . s8 3. 88 LOOM1 ',006C1 3 6 2X 6 3. 50 3. 88 3. 88 1 . 00M C75 1500 -1411 , iJ30 . 97Cc 7 2X 6 3. 50 3 . 88 3.88 1 . 0011 k,l� 1500 79`1 f►?0 121 8 2X 6 3. SO 3 . 88 3. 71 1 . !IOM F,7�, 1500 I_l !r=B ANALYSIS: ALL WEBS 2 X 4 #3 DRY SO . PILAF NOTLD DLLOW . WEB 4 IS 2 X 4 #2 DRY SO. PINE WEB 16 BRACED AT THE 1 /2 POINT (S ) . 10-1 ES: ALLOWABLE MAXIMUM LIVE: r-OAD DEF!- FCT I:ON ( l_/ _tf;0 ) I . OI, 1 I1J . ACTUAL MAXIMUM !_IVF LOAD DEFLECITON . /10h 1N . OCCIJR`, AT f)IJI � 'CJ 11J It s2 ems' �_O-, (feo PERMANENT BRACING (Where Indicated) BRACE: shall be 1 x 4 continuous lateral column bracing attached hW ITt two 8d nails each member. SOUTH ®ADE ROOF TRUSS CO., INC. T"BRACE: shall be 1 x 4 stiffener nailed flat to top of Web with 8d nails at B"O.C. Phorte (305) 248-2025 Connector plates shall be made from 20 gauge Grade A (ASTMA446 72)prime,hot Design Specification:TPI - 78& S.F.B.C. dipped galvanized steel. Plates snail be applied to both faces of the truss at each LOADING joint- Where dimensions are not shown, Diates shall be placed symmetrically about Plates: Truswal Series 5000 the joint.Cutting and fabrication shall be accomplished using equipment which will Top Chord p3I producesnug fitting and fully embedded plates. Refer to"Quality Control Manual" SO. Pine Lumber Sin and Grade(except as noted) by the Truss Plate Institute(TPI),2400 East Devon, Des Plaines, Illinois 60018.The Bottom lop chord is assumed to be continuously laterally braced by the roof sheathing. Chord /Opsf Top Chord 2X6 do. C:;iije-v Only strcutural required of individual truss members is noted on this design. Per- / sons electing trusses are cautioned to seek professional advice regarding temporary Total - psf Bottom Chord: Dom/ erection bracing which is always required to prevent toppling and "Dominoing" Referto --Bracing Wood Trusses: Commentary and Recommendations(TPI)" It Duration Webs:�4 is the responsibility of others to ascertain that the design loads utilized on this 96 • S'PIB 1977 drawing meet or exceed the actual dead loads imposed by the structure antl the live loads imposed by the local building code or historical climatic records. The amount of camber is affected by numerous non-structural considerations and as Spacing O.C. JOB TITLE BY rV I JOB NUMBER-DESIGN NUMBER such, the determination of the desired camber is outside the scope of responsibil• Ity C° $Ofl:r4 r)A(}e Pei rnf T.,1-t' !r✓` GJ ltt `=SUPPORTING C:ALCULA FIONS FOR DRAWING JOB NAME: 61360-3 1RUSA01 =;Y770 CORPORATION 1IAHI , Fes . SPAN: 31 FT 10 IN 0/16TH 7120181 ' LOADING: 30+ 20+ 10 = 60 PSF AT 33 . :3 .PAC?NO : 24" O. C . 1 PLY BEARING SIZES: LEFT 8" . RIGHT 0" OVERHANG_; : EFT 0 ' - 0 " . RIAHT 0 - - 0 " dEELS: LEFT 0 ' - 0" . RIGHT ? ' - 8" CANTILEVERS : LEFT 0 ' - 0" . RIGHT 0 ' - 0'' UNIFORM LOADS 100 PLF FROM 1 TO 6 TC 20 PLF FROM 1 TO 11 BC MEMBER FORCES FROM LEFT TO RIGHT : TOP CHORD BOTTOM CHORD WEEDS REACTIONS T 1 = -5571 B 1 = 5349 W 1 = 123 W K= -83 REACTION I 1 = 1909 T 2= -4179 B 2= 5349 W 2= - 1382 W 7= -589 REACTION 9 11 = 1910 13= -2786 B 3= 4012 W `:3= 480 A K= 2839 T 4= -2786 B 4= 2747 W 4- - 1528 w '_(- - 1845 T 5= -2861 B 5= 0 W 5= 910 : OP AND BOTTOM CHORD LUMBER ANALYSTS ( 1PI78 ) : TOP CHORD: ( MINIMUM GRADE ) #2 I)RY SO . PIN[ F PAN SIZE SLOPE L-ACT L_-AVE OFACT FAt PSI ) F R ( PSI ) AXIAL 0 NDING CST 1 2X 6 3 . 50 5 , 83 5. 05 . 85P 1000 14HO . 50r . 701 2X 6 3. 50 6 , 50 6 , 50 . 83M 90 14(i(► . 00 . 35 . 7011 3 2X 6 3. 50 6 . 50 6, 50 85P 1000 1400 . 20:' . 124 =,7 4 2X 6 -3. 50 6 . 50 6 , 50 . 90M 954 1100 who . 076 . 60j 5 2X 6 -3 .50 6 , 50 6 . 50 . 90M 9k4 i son ?70 . 177 AA7 ESOT CHORD : ( MINIMUM GRADE ) #? 00L DRY `.U . PIN[ 1 bUUOOu F PAN SIZE SLOPE L -ACT -AVE OFACT FA ( PSI ) FH( PKI ) AXIAL_ Ht NDING CST 1 2X 4 0 . UO 5 . 83 5. 85 1 , 00M `i75 ! quo . 781 . 132 n 16 2 2X 4 0 . 00 6. 50 6 . 50 1 . 00M 975 1900 . 784 . 16? . `=)47 3 2X 4 0 . 00 6, 50 6. 5t 1 . 00M g7_, 1900 . 580 . 16? . 75. 1 4 2X 4 0 . 00 6, 50 6.SO 1 , 00M 915 1900 . 003 . 160 . 56(l 5 2X 4 0 . 00 6 . 50 6 . 17 1 . 66m 87 1900 0 . 000 . 147 . 10 IEB ANALYSIS: ALL WEBS 2 X 4 #3 DRY Sn. FINE WEB 2 BRACED AT THE 1 /2 POINT(S ) . WEB 4 BRACED AT THE 1 /2 POINT ( S ) . QI ES : ALLOWABLE MAXIMUM LIVE LOAD DEFLECTION ( L/360 ) = 1 . 061 IN. ACTUAL MAXIMUM LIVE LOAD DEFLECTION = . 2S0 TPJ . OCCURS AT PONEI PITNT a . . 01 MONO PITCHED STANDARPS 3.0/12 SLOPE CONF. 2/2. 2.0 O.C. . 13.10 PSF. 33 3% SPECIES S GRADE NAR. 0/A SPAN' • TWO (2) 1 x 4 G)NTINUOUS LATERAL SPLICE DETAIL (TPI 1110) 2X1 T/C 2R1 B/C BRACING REQUIRED FOR SPANS OVER FOR TWO MONO NICHED ---------------------..-----__-__- 16r- B" TRUSSES BEARING AT S 0 U T M E R N P I N E MIOSva" DEM6E SEL ETR RO 16'-t0' 17'- 0' Sg_5 TOT� '- p0�" SELECT SYR. RD 16'- 0' 17 - 0• 860 'B '- 0"1x4�__ E1 DENSE RD l6'- 0' I7'- 0' LEIsrd E1 Ep l7'- 0' 81ce1n1 E2 DENSE ED 11'-10' 17•- 0' E2 ED 11'- 0' 17'- 0• 3-4 DEM. SEL STR. DRY IL•- 1' 17•- 0' °T3245 SELECISYRDRY13•- 3' 170'11 DENSE DRY 13'- 7' 17 - 0'61 DRY !1'- V 17'- 0' tv �532- 70 '62 DENSE DRY 11'- 3' 17'- 0' NOTE 485 TO '- 0^ E2 DRY 131- S' 1?,- 0' ONLY ONE TOP ------------ ------------------------ CHORD SPLICE 2-3 B 0 0 0 L A 6 F l R - L R R C N PERMITTED 1630 DEN SEL. STR DRY 16•- B' 1 — 0' SEL GTR. DRY 13•- !' 17•- 0' /1 DENSE DRY 13'-to' 17'- 0' E2 DENSE DRY !1'- B' 17'- 0' TO '- 4sSS TO 11 DRY 13'- 0' 17'- 0' 12 452 TO '- 0" E2 DRY --------- --13_= !' I7•- 0' -------- ------------- 3 Ix�CaVruuwn < M E M - F I R Lals.d&ocrrp SEL SYR. DRY 1/'- 4' 17'- 0- S EI DRY 131- 61 171- 0' EOUAL AREAS 12 DRY 12•- 6' 171- 0' ' ------------------------------------- A x 3 A S R (FOR SPECIES LISTED ABOVE ONLY) * 12 24UOF-2.OE 17'- 0' 17•- 0' 2250E-1 !E I6'- 7' 17•- 0' 2xa 1SS 2100E-1.8E 16•- 1' 17•- 0' 2.5-4 15-3 TO !l5OF-I.TE 13'- B• 17 - 0• 2445 1630 L TO 117, 1800F-1 6E 13'- 1' 17'- 0• 4 16SOF-I 3E 11'- 7• 17•- 0' ------------------------------------- 9E ------ ---- ------------------ - QE B N E N B E R ' NOTE 2x3: E2 HEN-FIR. EQUAL OR BETTER 3-4 5-5 ONLY ONE BTM CHORD 2x1: 13 HEN-FIR, EQUAL BR BETTER. 3245 1/4 Of panel 4552 SPLICE ALLOWED IN 112• EACH TRUSS O/A SPAN I M P O R T A N T N O T ES LOADING DATA PROFILE DATA I,►\ TRIISWAI SYSTEMS CONNECTOR PLATES ARE FORMED FROM q AND IB RESPONSIBILITY FOR TME ERECTION OF TRUSSES. PERSONS ERECTING FC LL 30 Psl TYPE OAUG1 GALVANIZE0IASTM A sq TT STEEL PLATES SMALL BE APPLlao TO TRUSSES ARE CAUTIONED TO SEER PROFESSIONAL ADVICE REGARDING IC OL 15 psi 2/2 R DOT"FACES OF TRUSS AT EACH JOINT.WHERE DIMENSIONS ARE 1901 111111"D ART ERECTION BRACING WHICH IS ALWAYS REOUTREO TO PREVENT PITCH SPAN$i0 SHOWN,PLACE PLATES SYMMETRICALLY ABOUT JOINT OR AS INDICATED TOPPIINO AND-OOMINOING-.REFER TO-/RACING WOOD TRUSSES-COM, BC OL 10 psi BY CIRCLES 410).CUTTING,AND FABRICATION SHAH AE ACCOMPLISHED MENTARTAND PIE COMMENDATION-ITMT THIS DESIGN ASSUMES THAT THE iOIAL SS Pat __L.q17'- O" USING EQUIPMENT WWII WNL PRODUCE SNUG FITTING JOINTS AND FULLY TOP CHORD IS CGN104000SLY BRACED BY THE ROOF SHEATHING WHERE ENG DATE EM41100ED PLATES REFER f0 THE"QUAIITY CONTROL MANUAL-BI iRUSE NO RIGID CER ING IS APPLIED DIRECTLY TO BOTTOM CHORD IT SHALL BE NPad SI BRACED AT TNIEIIVALS NOT EXCEEDING IB' 0' THIS DESIGN MEETS DURATION FACTOR 33.3% J.W.V. 1-1-79 Tri Yl 4311114 PLAY INSTITUTE RAPIN .A IUGOS ROAD.HYATISV DESIGN MD F IN APPLICABLE PROVISIONS OF THE-NATIONAL DESIGN SPECIFICATIONS FOR ONLY LATERAL BRACING.AS MAY BE REOWA[O BY QESWM Of WD1111DUAl SPACING 24"c TRUSS MEMBERS IS NOTED ON DRAWING.1RUSBIAL SYSTEMS BEANS NO WOOD CONS RUCTION"pIFPAI AMO-DESIGN SVECIFKAINONS FOP METAL 2302244 D 1M .F 4I3 Aro PLATE CONNECTED WOOD TRUSSES"f1PTl M.rN.Fla 73034 �C�L-620�—= —O -I— F7 v 17 Rd ,2e- 40,4. pipe _TK)II OF 'S E ' 2 42 a- 46— w-J.0 K 'P-T( -t OF U V F- LQ T bLOC- K (V OF M /S, N 1 5 H C) Z --DACE C0• L 4 Cl ", j �tve her- 0 . 0 + 4, --7/ cl,/04(- 10� 09 IL (D P:c 295 Q, 73o. Is 121 Pa -T ELEVATIONS SHOWN '04USLY +10-0- ARE RELATIVE TO THE NATIONAL' 0 F, r-,F WAY, EASEMENTS, ODETIC VERTICAL ")ATUM OF 1929 f\.',,)TE: ALL f7l l,"IPI'MAT1011 MUST BE (7, BY AROWT-ECT AND,;OR QWNEf� BASED UPON D�SIGM USAGE. •-64 0AA--a2S84 SUa;Q\s - P&IG- %�-wk'Z)60 URECEqVI :l PERMITAPPLICATION FOR NIIANII SHORES VILLA • 10050 N.E.2nd Avenue•Miami Shores,Florida 33138•Phone:305-795-2204• ax: 003 Date '/3' -3 Job Address//R9//5,�t�73 677 Tax Folio Legal Descriptioi,ANI I/l)66Ts rCale VWZ3 Historically Designated: Yes No Owner/Lessee/Tenet q/F /O_x s s iU 05� lamer Permit# 6Is" I0 e-) �O Owner's Address Phone7_8/1'2g 7-- v�� Contracting Co.\J X/ &J229 � �/� � Address-�/1//, %�o�. QualifierV ®,w/c/ aorq SS# Phon 57'%(011 State# 1!90,'CZKV3!�O Municipal# Competency# Ins.Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE-INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING WORK DESCRIPTION: 3 apa Square Ft. ,i � Estimated Cost(value) WARNING TO OWNER:YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY(IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY 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 all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning.Furthermore,I authorize the above named contractor to do the work stated. GV•2,9.03 Signature of owner and/or Condo President Date Signature of Contractor or Owner Builder Date O RAI . "E� �, L RA I L E `a U 4 �' 1 Not as t _ t=A Date Not as of zA' ;�, 'b Date Notary ` Reyll, c' ��r� o - My CommaMy Co non d�. ata.• , Bo gy Na'onai Notary Assn. FEES: PERMIT RADON C.C.F NOTARY BOND APPROVED: TOTAL DUE SEP 2 9 2003 OCT o 1 PAID �nFo� Zoning Building Electrical Mechanical Plumbing Structural Engineer t Pa, J � 3().0-6 T i t A . Tomassi Roof Testing, Inc. 1557 North Ducie Highway Pompano Beach, Florida 33060 TAS— 106-95 TeL 954—788—3944 Fax.954—784—0325 Roof Tile Uplift Test Report Test Date: Janua15 , 2004 Project: 1155 North East 103'd Street, Miami, Fl. Contractor: John Busta Roofing Permit#: O3 - no 1566 Roof Pitch: 4 :12 Tile Installation Date: December 14 ° 2003 Attachment Method: Polyprofoam Tile Type: Spanish S All testing is in strict accordance with the 2001 Florida Building Code, High Velocity Hurricane Zone Testing Application Standard (TAS) 106 Each Test location was pulled using an Imada Force Gauge to a minimum of 35 lbs. TEST SUMMARY: Roof Area Total # of Tests # of Tests Passed % Passed Field & Ridge 34 30 88.2 % Corner 8 8 100 % Perimeter 24 24 100 % TEST RESULTS: PASSED See Attached Sketch For Further Details Report Reviewed by: Domini Scarfo, 010248 Dade County Certified Testing Agency#03-0317.03 Revises: 02-0814.10 Testing * Design Specifications * Management * Quality Assurance N Back of house 18' T T' Lower Roof Level 'r T T=Tested tile and passed T T T- T T F=Tested Tile and failed 30' T M=Missing Tile B=Broken Tile T T T T T T T' r 22' � T- T Upper roof level -r T 70'__--- T T T T O T T T T T. T T z' T T r T Q T T T T T' T 28' 22' 2' -r- 15' Front of house Project: TAS—106 Test Locations 1155 North East 103rd Street Miami Florida • , Report of Calibration Synergy Labs, Inc 9831 E Evergreen St. Miami, FL 33157 888.346.2430 UNIT UNDER TEST: IMADA DPS-110 DIGITAL FORCE GAUGE Mfr S/N: 141770 Cust141770 PRO PERFORMED ON: 05Jan2004 PROCEDURE URE NAME SYN 156 NEXT CAL DUE:: 05Jan2005 CALIBRATED BY: John Martinez TEMPERATURE: 72.0°F +/- 1 DEG P.O. NUMBER: VERBAL - HUMIDITY: 40 % +/-5% SUBMITTED A.TOMASSI ROOF TESTING, INC BY: 1557 N. DIXIE HWY POMPANO BEACH FL 33060 CERTIFICATE NUMBER: 46541:1073307498 Synergy Labs,Inc certifies that the above listed instrument meets orexreeds all specifications as stated in the referenced procedure at the points tested(unless otherwise noted). It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology(NIST),or to NIST accepted intrinsic standards of measurement,or derived by the ratio type of self-calibration techniques.This calibration complies with ISO Guide 17025 and ANSUNCSL Z540-1-1994.Test Uncertainty Ratios are greater than or equal to 4:1;with expanded uncertainty used to calculate the Test Uncertainty Ratio,with a coverage factor ofk=2 at a confidence level ofapproximately 95%,unless otherwise noted Any number of factors may cause the calibration item to drift out of calibration before the recommended interval has expired. This report may not be reproduced,except in full,unless permission for the publication of an approved abstract is obtained in writing from Synergy Labs,Inc. REMARKS: This unit was found to be in tolerance at the time of calibration.No adjustments were necessary. Standards Used Trace No Description CAL DATE CAL DUE DATE 999002 AMETEK T-150 WEIGHT SET 2 Oct 2003 2 Oct 2005 9L' 7 Signed: Signed: aIi radifn Te hnician ty Assurance r` f REPORT OF CALIBRATION for SERIAL NUMBER: 141770 Synergy Labs assigned ASSET NUMBER: 48541 / PRINTED ON: 5 Jan 2004 Page/of F � //J `.' /� 1 1 1 l - 1 Florida Building Code Edition 2002 NK Velocity Hun imm Zone Uniform Perm*Apptim ion Form. Section A (General Inforrnatlon� master Permit No. Process No. Contractor's Name 6/xy e`- /�15-7—A &E-4116~-• Job Address ROOF CATEGORY ® Low Slope ❑ Mechanically Fashmed Tile Mortar/Adhesive Set Tile ❑ Asphaltic ® Metal Panel/ShWgles ❑ Wood Shingle"hakes Shingles ❑ iamsmiptive su RAS 150 ROOF TYPE ❑ New Roof R&Roang ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) 'Total(SF) . /F _ ---z- Section S (Roof Plan) Sketch Roof Pian: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dintenslons of elevated pressure zones and location of parapets. + t FIXFU 4. } _ J ___fit..,- 1-1�� _ 6 , l56L SEP 212003 f Florida Building Code Edition 2002 High Velocity Hurricane Zone U.nfiorm Pemifi Application Fa m. Section C (Low Slowed Roof System) FIN In Specift Roof Assembly Components Fastener Spacing for Anchor/Bass Sheet and Identify Manufacturer Attachment (If a component Is not used,identify as'M") Fmtd: 'oc Q taps#Rows @____"oc System Mateadurer Perimeter. "oc @ Lap,#Rows—® 'oc NOA No.: Comer n oc @ Lap,#Rows @..._,°oc Design Wind Pressures,From RAS 128 or Calculations: Number of Fasteners Per Insulation Pmaxl: Pmax2: Pmax3: Board Max Design Pressure,From the Specific NOA SysWm: Field Perimeter Comer Dedc u to Components Noted and Type= Detal as Applicable: Gaugefrhidaiess: ood . , Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Stops: Strip, Ba Flashing, Counter- Flashing, Coping,E AnchodBase No,of Ply(s): Roof Height, Parapet Height, Height se Flashing, Component Material, Anchor/Base S Fastener Material: Ma ckness, Fastener Type, Fastener ng or Submit Manufacturers Details that Insulatlai Base Comply RAS 111 and Chapter 16. Base Insulation a Thidm Base Insulation Ing al: Top Insulationt--s- er FT. Top Insulation Thi Parapet Top InsulationtenerlBor�iing Material: Height Base Sheet(s)iii No.of Ply(s): FT. Base Sheet Fastener srial: Mean Roof Ply S of Ply(s): Height Fastewmw/Bokl1ng Material: Top Ply Top Ply Fastened Bonding Material: Suriadrtg: Florida Building Code Edition 2002 High Velodtty Humkane Zone thdorm Permit Application Form. Section ® (Steep Sloped Roof System) Roof System Manufacturer f J �� Notice of/Acceptance Number: 06 Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): Pae 1-19. 7 P2: /a P3: /O/-/, Ma)dmum Design Pressure From the NOA ific System): Method of the attachment: Steep SloR24 Roof System Description Deck Type: ,'®� 6,6�3AY ype Underlay Roof Slope: nsula *aqA= - bg tion: : 12I Irmo er: Ridge Ventilation? astener Type&Spacing' dhesive Type ¢1 0 C MAE ype Cap Sheet: ®-- #� - JWAr oof Covering: Mean Roof 6Helght ,�� S' CI,E �l Type S Size Drip Edge: Florida Building Code Edition 2002 HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION SECTION E(Tile Calculations) For moment based tile systems,chase either Method 1 or 2. Compare the values for M,with the values from Mr if the Mr values are greater than or equal to the M,values,for each area of the roof,then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" Pt: , : .., X 7L E � ) -Mg: �. =M,t: NOA Mf: P2: x A a - -mg: =Mrt: NOA 1%11: P3:_L� X J� a -Mg: =Mri: .�e°�r' NOA Mr: Method 2"Simplified Tile Calculation Per Table Below" Required Moment of Resistance(Mr) From Table Below:3-3, 9_ NOA Mr: M,.Required Moment Resistance* Mean Roof Height Roof Slope 15' 20` - - 25' 1 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3.12 32.2 34.4 0 37.4 39.8 4:12 30.4 32.2 33 8 35.1 37.3 .. 28.4 30.1 .6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7.12 24.4 25.9 27.1 28.2 30.0 -rhis table must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For uplift based tile systems use Method 3. Compare the values for F'with the values for Fr.If the F'values are greater than or equal to the F,values,for each area of the roof,then the tile attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" (Pt: x 1: _ x w:� --W: x cos 0: =Frt: NOA F': (P2: x is = x w:______).-w: x cos 0: =Fr2 NOA.F'' (Pa: x 1:_____ x W------)-w: x cos 0: =Fr3 NOA Fl:--- Where ':---Where to Obtain Information Description Symbol Where to Find -� fhsign Pressure III or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by a P.E. _ based on ASCE 7 Mean Roof Height N lob Site Roof Slopc 8 lob Site Aerodynamic Multiplier A NOA Restoring Moment due to Gravity M, NOA Attachment Resistance Mr NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F. Calculated Average Tile weight W NOA Tile Urnensions 1=length NOA w=width All calculations most be submitted to the Building Official at the time of permit application. s SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is.the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this secon.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addrodsed as apart of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. C�Aesthetics-Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane. Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanshi provisions.Aesthetic issues such as color or architectural appearance, that are not part of a zoning code,shoul be addressed as part of the agreement between the owner and the contractor. f. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16(High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). t� F' \ Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiumsi etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 92 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewe from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. �&Ponding Water: The current roof system and/or deck of the building may not drain well and may r to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed.Ponding conditions should be corrected. 6. Overflow scuppers (wall. outlets): It pis required that rainwater flow off so that the roof is not over oaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's/Agent's ignature Date Contractor's Signature Ci,DOCUSIE-I%,-V .00.IIS-IIT.mp'SECTION 152i.dm WJ/29/2003 09:23 11tDITERWICM ROOF TILE 4 30575727M NO.009 PW1 MIAMI-1DADE CCUNTY.FUORIDA MIAMNIMO-OADE FLAGeLER DUiLO NG OUILDINC COD!Gf)tk MIANU OVrICE MLTRO•0,-06 t t.AGLCK SUILOING 140 a•E%T r•LAGLER SIAL .T.SVITt;16A; (WA-ML r'LORtt?A 33130-t 56: CONTRUt. NAI-Irv-OF ("5)j7$-2"l FAX tansl37s,_M3 Simla lFe Tile Corporation Ct'fKMAC'rOtt t.eCt.POtN4:tfCTIo! 10302 N.W. South River Drive, Day#IG (30S)+7$.2517 VAatlo3e?�A.;s3r M`rdley ^ 33178 ware-AC1,0it r-:vouciotaner vsv siw% t3flS)373-1?6b t;w7C{3031 y7S-� (303)374*42"2 FAX{303}312-0139 Your application for Notice ol'AcceptanCC(MDA)of. Spanish .-s-- Clay Tile under Chaptcr S of%he Code of Miami-Dade County 1;overning the use of Alternate Materials.and Types of Construction.and completely dcscrib ed herein. has bevy n-conin :ndrd for;Keeptancc by the Miami-badc County Building Code Compliance Office(BCCO)under the conditions sptei6ed herein. This NOA shall not be valid after the expiration date stated Wow. ACCO rewvvrs the right to s`cutc this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If thi$ product or material fails to perform in the :approved manner, DCCO muy revoke:, modify. or euspend tht: use of such product or material immediately. 8CC0 reserves the right to revoke this approval. if it is determined by ®CCO that this product or material Fails to meet the: requirements of the South Florida Building Code. The expense of stock testing %will be incurred by the manufaelurcr. /ZlIZ-5-0 ACCEPTANCE NO.: W121 Q,6 0<17MES. 02111� r" Raul Rodrigucx Chief Product Control iDit-inion I TRIS 1%TIJF (-.0VF,R%IjF FT,$F:F. 01)!'1'iONAL :F.4 IFCDR clIFtC nt!n�:�P!Qan_t. lIViLnl!VC; CaID .� P QP ICT RFYi�'1t CnMNIMF. This application for Product Approval has been reviewed by the BCCO and approved by the Buildin Code and Product Revicw Committee:to be used in Mianti-Dade County. Florida under th+:cooditions ;teet. ibrth above. i'ranci�t:a J.(7uintetro,,tL./•�. Aire for Miami-Dade County A('rlZ4�vEt): dX/0t/2Mlt nuitding Cock Compliance(9ttisec t I .ts�so0at�ge +-+�sem-.ee ester � tarre�.rt®na6lae9dret,�:(-an��ter�?t+u.tats�4odet►ati�+ceoaa ttoa�cp��c:6RRpJ/nw.+.MuZW tiiYaC.ett�t �� r e� t1t;t3et3R�'Star� not%04QdJ03 Q j j j .0j9% #es d&a z eo ea jqU *1 IIEDITERRAWAN R0CF TILE 4 305757272s NO.4389 (> SANTAFE T[" .00R1P( RATION ACCEPTANCE Na. : d49121�.6!!i+ ROOFmG ASSEMBLY APMOvAL C.atetna, Roaring Approval Datc: Rclaruary 1.2110/ eoh_i`a� ta�;•m.t v; 07320 Roaring Teles I;xpimlion Datc:Fohruarv.I.2006 Mt+trs-i:�lc Clay RoofTiks nrI k"1'v. ►mac; Wood SCOPE Thi`rcnc.vs a rooi"ar►g syswin using Sagitta 1=c"SwItafo'S"clay roofing tile,manufactured by Saw re Tik Corparttt"i described in Section 2 or this Notice orAccep tanct.dc%igncd to comply with the South Florida Hulling Code. 1994 Edition tot Miami-Dade Cotutty.for locations where the ticsiga pmrssure rc°gaitctttettts.:is detcrolt4wd by applicable b.,ilding aAc. does not exceed the design pressurt values obtain by calculations in compliance with RAS 127 %Otat the values fisted in herein. The attachment calcutmions shall be doac as a mohwnt based Nr.tem. 2. PRODUCT(DESCRIPTION Manyfncturztl by Tit Product Aulirmt Pitnewdans t+rrificatinna rri'tine► Santafe S.Clay 1= Is" PA 112 One piece high profile cl.ty roortiic Hoof Tile W- I l,$" cquippcd.with two nail holes. Foe nail-ort. %a"thiel; mortar set and adhesive act applications, e rill) pkcc;i i=varies PA 112 Acces.wry trial,clay roof piocex Cor use at W varies hips,tomes.ridgca attd valley tettttinations. r varying Manufactured(or each tilt prorate. ! thickness 2.1 COMIPCIrwPI'I'S OR PRODiJCTS A/IANUF'ACiTURED BY OTHERS Test Product rt►ciutt INVICItti{pe stuyirc�t Dectr'1241 tt l►�l:aoufattuter Tile Scrcw. fig x 2-K'long PA 114 Stainiicss Steel generic 0.130"shard:die.. Appendix E a 0.178 lluto dia. ;L. LIMITATIONS 3.1 Fite classification is not part of this acceptance_ 3.2 For mortar or adhesive set till:applkations.a static field uplift test shall be perrormed in accordance with OCAS 106. 3.3 Appliedat shall retain the services of a Mimi-Dade County Certified Laboratory to ' pcttorm quarterly test in accordance with PA I 1 ap�utdi,�;:' �atcFr eea tlaa11 be submitted to the Building,Code Compliance Otrc alga,RRC Roofing Prtduct Cotwel F-aatttimct 7 09 + 3 69:23 PIED i TER t4N ROOF TILE 4 305757Zr2B NO.009 9W3 SANTAFI� [.E ORM3RATION ACC�1'TAi�CT No. : 00-a212.Od s 3.3 30M hcu "PM un%k rlttytMW appliweaons dnay be instalW perpendicular eo the roof slope unkss slated acbMvisc by the underiayment material mwwfactumcs publishes litcrawre, 3.6 This acccpuu=is for woad deck applications Minimum deck rcdtuircmatts shall be in comp Lw=wi*applitabk bust W& d, INSTALLATION, ,4.1.1 Saa m fe T aced its componmis shat be inmIled in stria comphanoe with Miami Dade County Roofing Applica6m Ssandard RAS I IS°RAS 119.WW RAS 120. 4.1.2 Data For AMwJvneat Calculations Table 1:Ae age butt: 1 ers— x t't 'Cite proffle Batten Aovric3tion airect Deep Sor�iafe'S' 0.274 0.797 Table 2: ReSteringMoments due to Gravity m PA it-t Tile 2":12"' 3":10" A".33" 5":12'° 67.12" 7":12" or prcdf+ld: Coater Gatieft chrea 13onens Diced plrea Rohps e" t�uedt Battens D°rest evne (idtwet Qecks Deck Deck t>Ecx OeCK Deck SeAtafe'S' 5.93 5.90 5.85- 1 5,82 5.73 5.69 556 1 5.53 5.32 >.-2 5.03 WA Table 3:Attachment Resistance Expressed as a Moment-Mf(ft-tbt) For-Mad-On Sy stem Till Profile Tile Two Nails +Ona Srnw Tym Sd tcws t3".Sucw Tvut►Ssrce� Appr tion sar►tate S 0►d�cl�aOcdc 21.8 04,16 38.28 �S? 1d S7 6 teens 1, ad strEre�at etacd'Ptoctdaee vdumut'aCUprcd ddtltcts' Tatem 4: Attachment.ReSMatWe ExPressed as a Moment-M,(fit-61) for Mortar or Adtwsive Set S twins Tile Tito Attachment Profit ication ReSistance Sardtate'S' Moot Set 23•b Ave sel 61.9 F� s.Rtt.0 Rearms Pmdu t Comvi Exouww 3 . 09/29/2003 09:23 MEDITERRANEAN ROOF TILE 4 3057572728 NO.009 PM + L,a►1�'I`AF ._YI D'� ACCEPTANCE go. :-g* 2t2.06 S. LADE:)LINNC of idtntifnable t�rkitnya of the VIMM ae(ume's O"W or I090, 5.1 All tiles SbWI bcat the imprint or fgWvwing statcmcra."Miami-%lack County Prodtwi Control ApptovaC. y, I;C3ILDING PERMIT REQUMEMW M . of the ft►IigM+itu: 6.1 A,pOCItion for buddenA permit 1"I bo aceOO,p d by roP 6.1.1 This Notkc of'A tic*btc Budding Cadc In 6.1.2 Any othv documents ropuirOd by the Building Oftidal 0r app ordcr to pn)PMY cv,hrate the i,85Wbtion of this systm. PROMS I)S AWINC Suet TAF%"SAJITAFE S" CLAY ROOF TILE Framk 2uto .RRC :; RAafi�;�roii�•Cot+t�ot IAitei'-�.;` Y; � • ., .:, ., .rhe. .};i ;� ^ .. :.a •.?',4i., ,r:. .:. ... •. ' ':fi-:...:. ..�•'. ...r:raSR�".•'C:. �h'tY�Q.-FltY� 'htt:� �'6:r ��.}'�—hY^`.:.- P h .• .. .. ..ftp 69r29r2M 69:23 NE.DI'TE Imo' TILE 4 3157572728 NO.W9 f1t d5 . 2 ,�> „,'lt'IL1F CORIP�RA°1'1nN ACCMANCE No. : gi20-46 "!UICC car At"t`TD7'sN[°i' VAhissAAll COMMONS t R�ecar.►I of this Are cptaatc(VPri+val)"I be t n6wed ahcr 3 f+ettt:"r21 applicatioat bas be m filed ands the original submitted 40MA ttUOtiott,Deluding test suppogtiag data,cagincermgdoc%tmdt ,arc 00 am"than eifht(d)years. 2 Any attd all approved products shad be Wmm*baled with the manttfactwet's Warne.fir.state,and the Cottowing;t'tcmcot -Mkuni4XdC CN014Y PS0600 COMM'APPrOved`,of as S ecirlc*Wsmod in the specific cwditiow of this Acceptance. Rcpe.ts of Acccptartcc%silt not be eonsid�if: a) 'T`krc has bran a change ire the Smith Florida Budding Code affecting the evaluation of Ous product wA the product is trot eat COMPHIM with the Cads Chan b) The product is no toner the same ptodea(Wwtical)as the out originatlr appmovcd: c) If the Aece nw=holder has not eotttplted wi:m all'gw mWArttrwM of'his Teecptaetce, irk the correct iftstatbdM of the Pw"ct; d) The eflearevef who otigivallp pttparcd,s►gncd and sued the required documcatation ittiliallY submtted,is ata longer PUCIar~ng the an ttg profrrsion' 4 My VtA inion Of et ufte in the oOtcriais,use-and/or nwu6etum of tl%c pwductw ptoccss sbrll 3utoWtically be eauX for tenoieratiof►of this Ate.unkss psiot written zpptavW has been wqucsted (thsough she ruing of a revision application with apprapriale fee)and Mored by this ofrrcc. 5 Any of tate fottowing shalt also ec grourula fbf tcmvai of this A=ptst"=-- S)Ljnsiiisfatetory pcdwrmw=of bras product or ptawcss; b)Mutase of this A=ptgr4c as an eadorscrnent of ung ptwduat,for sales.aldvertizi"Or tiny other Purposes, G The Nonce of Acceptance nunebc:prccedcd by the won%Miami-Dade Coumy,Florida,7,W WHOwEd by the eapifa►tion date my be displayed in advertising lutrsawrc. If;ray portion of dw Notice of Acceptans's is displalycd.imp it dou be done in its cmtirew, 7 A copl'of this AeeteC 05 well as approved drams and other doetttaemts,%vlrerc it apPlies,stint be provided to the user by the fndtmfaNcwter or its distributors and snarl be available ft inspection at the job site at all%in=. Tim copies need trot be reed by the croft%. B Fwb&M to comply with any Notion of this AccepLum dmil be cause for tcttainatdon acrd acntiD W 9f 9 This ACCC9WIM contasiag pages 1 tltrett b S E"OF THIS ACCEPTANCE : era ' .P'..+ �.�.-�„'r-,..;-•.tee...._ -- - Frank ZtiRe ,'RRC . •'e _. ..• .`41%, -'ai`r..�.. dy„•�},� y _ •".�::•-'R'•` ^' .t''i i 11u r r ✓ , MIAMI-DADE MIAMI-DADS COUNTY.FLORIDA METRO-DADG FLAGLER BUILDING 8U14DlNG CODE COMPLIANCE OFFICE METRO-DADS 171.:IGLEIt BUILDING 140 WF_ST FLAGI.ER TrRIa:I'.5UI1'I: IGt)1 MIAMI.FLORIDA 33130-ISG1 RQDUCT CONTRUL NOT1CF CC>EPTAIYCC (30s'375-:!"1 rAX(305)375.21XIS Polyfnam Products, Inc. t;orrrtL-%cruu LICi NNING Srerjchd 2400 Spring-Stuebner Rout! (105)375.2527 r•AX(3115)371.2538 Spring,TK 77383-1132 col+rt((acro((t:NF01tCF:�IEN'1'nl�'1ti1pN (305)375-2966 FAX(305)373.2908 rttouucrCONTROL aIYISION Your application for biotite of Acceptance(NOA)'of: (3051315-290 PAX(305)372-6334) Two CO Mponeat Polyarethene Foam Adhesive : under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miattti-Dade County Building Code Compliance Office(BCCO) under the conditions specified herein. This NOA shall not be valid atter the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or:manufacturer's•plant for quality control testing. If this product or material fails to perForm in the approved manner, BCCO may revoke, modify,•or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet (lie requirements of die South Florida Building Code. 1'lic expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO,: n1-0521.0 EXPIRES: S 1-0/2006 Raul Rodriguez CI►ier Product Control Division TNIS IS THE COVF,RSIIFFT.SFE ADpITIONAL PAGFS FOR SPECIFIC AND(:Z:NER_AI, .CONDITIONS BUILDING CODE& PROAUCT REVTF.W COMlr I TEF This application For Product Approval has been reviewed by the BCCO and approved by the Building Code and product Review Committee to be used iia Miatui-Dade County, Florida under the conditions set forth above. rmncisco J.Quintana. R.A. Director iVliami-Dade County APPROVED.--06/14/200[ Building Codt:Complimcc Office 11e0{500011Pe2000►1cer►,pla�eslrrotleo ueopunee coves page.dot Inttrnet mail address: poscrostert@buildiugcodeonline,com t Humcpage: http://www.buildingeodcontine-enm zoo lm '3NI'S,LatiQ02id K:VOIA10d ZtOT SLS t96 XV3 SO:LT aU CO/CT/ZO Potyronm proclncts. Toy, ACCEPTANCE No. : 0 - i 1•.0 ROOFtNC ASSEMBLY APPROVAL at ° Rooting Approval Datc:ju c 001 Sub-CatelMrr: Roof Tile Adhesive Expiration Date: May 10,200h ntc 4t: Polyurnnhana - 1. SCOPE This approves Polypro60 A11160 as manufactured by Polyroam Products,Inc.as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements,as determined by applicable building code,does not exceed the design pressure values obtained by calculations ih compliance with Roofing Application Standard RAS 127,for use with approvedflat, low,and high profile roof tiles system using Polypro®AH 160, Where the attachment calculations are done as,a moment based system for single patty placement,and as an uplig based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Test Product AgWIrz. t Dimensions aneciticildons Description Polypro(lh AH 160 N/A PA 101- Two component Foampro®RTF 1000 N/A polyurethane Dispensing Equipment ProPack4l)30 3t: 100 N/A Dispensing Cquipinent 2.1 Components or products manufactured by others: Any Miumi-Dade County Product Control Accepted Roorrile A�wtnbly lutving a current NOA which list uplift resistance values with the Lisa of Polypro ANI Igo roortile adhesive, 2.2 Typical Physical Properties: i. Prn Test Itq Density ASPM 0 1622 1.6 Ibsitt.3 Compressive ASTM 0 1621 18 PSI Parallel to rise Strength 12 PST Perpendicular to rises Tensile Strength ASTM 0 1623 .28 PSI Parallel to risc Water Absorption ASTM D 3137 0.08 Lbs./fit? Moisture Vapor ASTM E 96 3.1 Perm/Itch Trnpsinission Dimensional ASTM 0 2126 +0,07%Volume Change t1 400 F..2 Stability weeks +6.01A Voltunc Chatt a 04 Idumidity,2 weeks Fronk Zulonga, ICRC Product Control Examiner i Cue 'ONI'S1311(loud TtV03Alod Z60T 912 t2$ %dd WIT aU CO/CT/90 Polyfoam Products, ing, ACCEPTANCE No. : 01-0521.02 Note: The physical properties listed above are presetited as typical average values as determined by accepted ASTl41 test tnrthods and arc subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance, Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro®AH 160 shall solely be used with flat, low,& high tile proflles, 3.3 Minimum underlayments shall be in compliance with the Rooting Application Standard RAS 120, 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro AH 160 roof the adhesive with their tile assemblies shall test in accordance with PA 101, 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polyprog AH 160 roof tile adhesive with their file assemblies shall test in accordance with PA 101 and with section 10. 1'as modified herein. F- 2)- w MS 4. INSTALLATION 4.11 Polypro®AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro(&AH 160. 4.2 Polypro®AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof the assembly's adhesive attachment with the use of Polypro®AH 160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 PolyproO AH 160 roof tile adhesive and its components shall be installed in accordance with Roofing Application-Standard RAS 120, and Polyfoam products, Inc. Polypro®AH 160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator'approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro®dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "I3" component shall be maintained between 1.0-1.15 (A) : 1.0(13). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per the as determined at calibration. No other settings shall be approved. 4.6 Polypro®AN 160 shall be applied with i:oampro RTF1000 or PrOP.ack® 30& 100 dispensing equipment only. 4.7 Polypro®Alt 160 shall not be exposed pcmianchttly to sunit ; Frani:Zuloag3, RRC Product Control E.wxmincr 3 DOOf(�j 'ONI'SJ,oll(load X;YodA10d nor OLS too Xdd 90:LT au t;0/V/ZO