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Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Permit No.:5tt — 19(P r(i Job Name 64J,,' Date 1,0'-0{o BUILDING CRITIQUE SHEET A '�i-C�4�p0 <'f. z vas A S'C4-V nW 0 AO► Reviewer: Claudio Grande CAO 305-795-2204 Ext 430 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Floridaall ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami ShoresVillage shall be complied' with,whether herein specified or not. A copy of approved plans and specifications must be kept at building during Pr'v8ren of the work. Owners Name and Address..M91%.PowellNo.---- Street_.........»._ ._........ Registered Architect and/or Engineer........... ...»....•.......».»_._.. ..» ...........I.......-.�ns.r»rn.:•n.ee.aa .mn,.mm"M! . •..••..•••••••..•••••••• .. ».... .... .. name and address of licensed eonu#ctor...Pan American Extermintinq, Co. Inc. Roofin.g...Division Location and legal description of lot to be built on: Lot_.......................................... Block._.................._ ... .» Subdivision._...._ »....._..........._.................._... Street and Number where work is to be done.l2 0 0 N_E_ 103 S t. State work to be done and purpose of building (by floors). » _».................. _ .. _................._......... . ......_... ».._...............»._...... ...--......... ._»» ........and for no other purpose. New Building............................. Remodeling..__...............- Addition.......................... Repa1d_r.9Y;oof._.. No. of Stories.......1............- To be constructed of............................ Find of foundation»..................................._...._...»._..... .». Roof Covering...Zaat.._tileS...—._ Estimated Total cost of improvements of Permit $ 1-1-J 1 D.—........_...._.....-................. _.... Zone cubage required_....... ......__---_.__.._.......___--.----Plan Cubage............_... _.». .».»..._._. .... Distance to next nearest building..................._........_.__......_.._ Size of Budding 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...............................•..........................-----..........................................---........................_.....--•-------......................... 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 Ceneral Laws of Florida,Permanent Suppleu►ent, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act.The undersigned agrees to employ only such subcontractors. on work to be performed under this permit, as'are licensed by Miami Shores Village. Remarks.__......._...._._.--_--------_ STATE OF FLORIDA, COUNTY OF DADE. 5L Before me, the undersigned authority,a notary public,duly authorized to administer oaths and take acknowledgments, persoxally ap. peared ..-......_._w.-......_.........._..------.. - -......-_ -----------------».... ...»___ .........._.-..•-._._-... 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 statedcare ttru . r Permit No. Date.. �` r � Read,Sworn to and Subscribed before me. Disapproved -_... Date ._. ...---_........... . ( �" ' __ __ Notary Public,State of Florida --- (Signed g Inspect My Commission Expires- P NING BOARD ........._...............__-DATE Chairman ........ ...................._ _........_ . ...... Member ........._....... .».. Member ...--..._._.._.._..____..» . .. ..... Member »...._..._........_ .....»._.._..... ........._ ._.-. _ Member .. ................_._ ___.........._. _»..._ Member Council Approved......_._........... .......»._.. _ .. Date Disapproved .....__.._..........•.....................................................Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Plannin;,,Board. A re-inspection fee of 5I.00 will be charged when such re-inspection is made nary by improper notice for inspection or faulty materials and/or workmanship. klvil 1.89 1955 lJ3rd 5t, Miami sharea, rlorkla Dear sir. Foie llt This Ls to 1., or you '-sat P re-wnpatati:o.. X t3 is c.ibie feet Oontont of yoLw roside ce has been :wde. lr: la conrmtation =-,sildere Vve rod-,w-3.on of b" 1" width that was suede during oonatr'action because of s,)tr-back require- men . a'Tio origi.al ac-o"putation :resulW in 440191 cubic fcat conta:i, of tJ�o residwice or a taxable valve of $22,009. ,e corrected or re-computed constant Is 38,055 cubic feet or a taxable value of $199028, .iota that, the taxable value of yn=sr residence is red:uaed 12,981. A comer of a4s lett,,.r wi-1 i be given to the 'Gait dopa.rtnent of this vi.l.laeo so tZ.a't the tax rac�,Md,s will be corrected a;corii.,W3,7. Sincerely, Jahn D. hwi sell td;. 9: oning Director. MIAMI SHORES VILLAGE PLUMBING NWECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT PwmnitNo._ Application is liereby made for the approval of the detaded swat of the plane mud 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 Sharers Village, Florida. and all provisions of the Laws of the Stem of Florida,all ordinances of Miami Shares Village and all rules and regulations of the Budding.Division of Miami Shores Village shall be complied with►whether hanin Wd&d or not. A copy of mpproved plane and specifications mud be kept at )wilding dig progma of work. Oz's Name and Registered Architect and _.. .. .___.. ... . Ac- Location and Legal Description Lot_ RIO& Subdl Won Street and Number where work L to be performed—No rL ®� 'E ��'� Street State work to be performed and purpose of buddin (By Floors)— New loors)New Building __...__..Remodeling No. of Stories......_._......... BATH LAVA. SLOP LAUNDRY CATCH FLOOR DRINKING TOTAL CLOSM Tuns SNOWa a TORIEG SINK{ SINK{ TYms URINAL{ oASIN DRAIN FOUNTINS FIXTURES CONTR. LIST CNEeK SEPTIC SEWER DRAIN SOAKAGE GREASE SOLAR our SPRKLR. SWIM'O TANK CONN. FIELD FIT TRAP NEATER WELL SYSTEM POOL CONTR. LIST CHECK /� Size Septic Tank ------Type of Teak t--_.r Feet of Drain TSM.. telt-Feat of To&at Dania Field from Well Nature of Water SUpply: Citi'Weil. nim of SaakEgePft _ "..'_.. Amount of Permit The undersigned applicant for this budding permit does hereby certify that he understands and accepts his obh ere an employer of labor Under the Florida Workmen's Compensation Act.being Section 6968.Compiled General Laws of Florida Perinarwa6 Supplement. and Iws com- plied with the provisions thereof,and will require similar compliance from all contractors at sub-contractors employed by him in the work to be performed under this permit;and will post or Cause to be posted'for inspection an the site of the work such public notice or notices as are required by the Act. The undmraiBtEsd agrees to employ only each sub-oan� an work to be pwfmnW Under this permit, as are licensed by Miami Shares Village. Master Plumber. STATE OF FLORIDA, I SL (BOUNTY OF DADE. Before me,the undersigned and=*,a notary 9WAic,duly andwrized to administer caths and take Ec10Eowledgments. personally, appeared to me well known,and who,being by me fiat duly swoon.Upon amtb mad says that he b of the above described cowruction. that he ion omrefuW sand do rgping app1owiiO4 and that he did slam the soma, and dot all fixts therein by him stated are true. My commission EEpirEm NotesY Pablio,Gate of Florida NOTE: A m4nq ectlon fee Of$1.00 WE be made wham web trrieDeetiw ii m@&'neoeeee3 by fenpseper natter for famectton. err!ice► materials amUOr W"Emsobip• MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT A{plication is hereby shade for the approval of the detailed state...esse or sr►e pians and specifications herewith submitted for the build imc or other atructune laerciss ciescribed. TI►is application is made in conspliance and conformity with the Building Urdinanee of Miami ;shores �'►Ilagc, Florida, asel all provisions of flee Laws of the State of Florida all ordinances of Miami Shores Village and ail rules and regulations of the iiuildiesg Division of Miami Shores Villaagge shall be complied with.whe the herein spetdfled os not. A y of approved plata: and specifications must be kept at building during Wivgress of the work. ----POLE Date Owners Name and Address. jN�? .............»... No........ .»»» ............. Registered Architect and/or &ngincer............. �;}-�- ' .. .........,..... »-.»wnr... »...,,..,e.er,.w,....,,n...efi............................. Name and address of licensed contr�ctof fl <»L' ..�� ����/Jd� .��?f ®.. �K.._..�! » :...».._.»..._.. Location and legal description of lot to be built on: Lot»......................................... Block.».............. » S�visia�,.�.....». ./..�..����,y.�..�_.».. ......»........._.. Street and Number where work is to be done— »-.».»»...-»».... State work to be done and purpose of building (by floorse- .......... _..»....... _.-..».»....»......................»....»...» ------- ._.................. ...»..»...__...� _......................_....._......_...».............................».._.-. .........».....»»»...»....».. ........and for no other purpose. New Building............._.............. Remodeling......................» Addition......_.................. Repairs:....................... No. of Stories............. »»...._ To-be constructed of ......................... Kind of fours tion».-..-»»»».».............................._..........._. Roof Covering...»................ .........»....._. Estimated Total cost of improvements .... .»..»».....— mount of Permit $.Q Wn .....»......»..........»................ :._...»...». Zonecubage 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 undersigned applicant for this building per►nit 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 previsions thereof, and will require similar compliance from all contractors or sub-contractors en yed 6y him in t1►c work to be prr:onncd under this permit; and will post or cause to be posted for inspection on site of the work ubI, notice or notices as arc required by the Act.The undersigned agrees to employ only such su on work to be perf under this ,00 permit. as are licensed by Miami Shores Village. Remarks................................. (Sign _.» STATE OF FLORIDA, ! . CQUNIT'Y OF DADE. j ss' -Before me, the undersigned authority.a notwy public,duly authorized to administer oaths and take acknowledgments. personally ap- pened .--_-_-»...............»..........._.....................-__._.........».......»_»»_-_._................._..... ...........»._....»» ..». ».».....»...»_» ......__.......»....._» ..._......»......._.._.». ............. __ ».._.»....._ --to we well kmown. 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.».».. x ...:........ Date... ....»».�...... Read,Sworn to and Subscribed before me. A Disapproved »r.» Date.._. _. .-.... ............. ........ - » •Notary Public.State of Florida (Signed) ------- ............»......__.-..........-.....___ Building Inspector My Commissiop Expires. PLANNING BOARD»..........—..................._»:. Chairman ........ .............»...._... ....... .........._.....»..........»»..... Member »»..._»..»............._ ....».... .».._......_».»_ .Member ....................»..».._»»..............._....._ »...... Member »....._..»»........... ......»_._...._..._».-...._ Member . ... ..........._ ..»......._..».... _.... Member » ....... ._.._.. _....._».».»_»._».»»......._..... CouncilApproved.....».._...........»_..............»....»_...»..» ...Date Disapproved ..».._.».._.--_.».-................................:..............»..Date NUTh: A-charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained (nun the Pl.ennin„hoard. A re-inspection fee of $1.00 will be charged when ofth minspection is made necessary by improper notice for inspeatim or faulty materials and/or workmanship. MIAMI SHORES VILLAGE. FLORIDA B MDING ❑ ELECTRICAL Er TE ° PLUMING ❑ PERMIT ? 605Uicense Na ROOFMG ❑ ❑ wwk to be pedmmsd mdertis pmtOwner _ g b l Architect Contractor or Builder Legal Lot Subdi Description 11 BL. vision Address of VCdUect f $ I Amount of Building . q 1 e This permit is granted to the contractor or'buildw named above to construct the building or to install the equipment or device described in the.application herefor in strict aompltanoa with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plane, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit•map be revoked at any time if the work is not done in compliance with such ordinances or if the plane are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or buikder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on,the plane or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. 2 BYR, . IPI R Ja of the issuance to me of this permit I agree z perform the work covered hereunder in compliance with all ordinances and regulations pertaining ere and in strict conformity with the plans, drawings, statements or sus submitted to the,proper authorities of Miami Shores Village. In on. t I assume responsibility for all work done by either, myself, my agent, servant or employee. '�., CONTRACTOR OR BUILDER BY AUTHORITY e MIAMI SHORES VILLAGE, FLORIDA BUnDING ❑ =CTMCIM ❑ - DATE— "' 195 PLUMBING ❑ PERMIT Nd ontractor'® W �,G . 6084 cClasses No. $ Work to be pmformed Hader Ws Pamb z Owner of Building '_ : Architect e ' Contractor or Builder ` - ' Legal Lot Subdi- DescriA tion B1. vision {* ar Address of �.� .. r Value of Amount of n °' Building "r a .. Project $ Permit This permit is granted to the contractor or builder named above to construct the building or to install the egaiplaeat or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will ba.performed in compliance with any plans drawings, statements or specifications that may have been'submitted to and approved by the proper municipal.authorities. This Permit may be revoked at any time it the work is not done in compliance with such ordinances or if the plans are changed without authorization, A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough, knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the Plans.or drawings or in the statements or asci that him assumes-responsibilityrfor work loyee&P done by his agents, servants or em t 4 fPy,y !� ""' BY. JH t INSPrWrOR 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 I ertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Ntiomi Shores Village. In ac• cspting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. it CONTTiR OR BUILDER BY AUTHORITY s MIAMI SHORES 'PILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami an Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances (if 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. 1583 Owm s Naar and Addre�s:.:_,Powell�a Bea;.re xaaaa,a,®a�a,.a,.�aa a�a�.-, ,.a,anaaa�a NO.--1200 �amessaaaas:a xesmr_aaaseaaeaasas:-ase: Registered Architect and/or Engineer..............._. _._.� .�. ,.. . _.. _ ....._..__...__. ......_ .....:.............. .._..................... •-- - — .. Name and address of licensed contractor..-P-ami &AMLns.A, At.......-... S. W. 62,Ave. ._ —261-1631. Location and legal description of lot to be built on: t Lot_ _----__-__--__-.. Block.................----------- Subdivision.— Street ubdivision.-.-._-_--____ ._Street and Number where work is to be done-- = %• E- 103 t _•_ State work to be done and purpose of building (by floors) _ 1 2hp wall 24 000 BTU --_ - - ---------•----- _...--_ _ _ _ ._. __ _ ... __....-and for no other purpose. e New Building-___.___.__............... Remodeling....._._.............._.. Addition-------._--------------- Repairs.--------------__--- No. of Stories._........... .. ._ To be constructed of-.._........._............ Kind of foundation---_.____...................................._........_ Roof Covering_...................................._--- Estimated Total cost of improvements $__.___......=a0-Q__ ---.-Amount of Permit Zone tubage required.---_______----__-----_----_--Y..-- plan Cubage.._--_____--- Distance to next nearest building-.----.---_--.:_ -..-_ Size of Building Maximum live load to be borne by each floor____._____-__ .-___....... _-----_.__. _ __. ___.�- _-•--_---__._. I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction-may be sent 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 fr contractors or sub-contractors iployed by him in the work to be performed under this permit; and will post or cause to be post rion on the site a work chpublic notice or notices as are required by the Act.The undersigned agrees to employ only ors, on work be otmed under this permit, as are licensed by Miami Shores Village. Remarks _ (Signed) STATE OF FLORIDA, r COUNTY OF DADE. j ss. Before me, the undersigned authority,a notary public,duly authorized to administer oaths and take acknowledgments, personally ap- peared _ _----__.____ _ ------------------ ---- ----_---- _- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the.............................__.__-----•_.... _- of the above described construction,that lie has carefully read the foregoing application,and that he did sign the same, and that all facts therein by him stated are true. Permit No. Date.Q --- (t7-LL Read,Sworn to and Subscribed before me. Disapproved _ _ --- ._ - Date. -._-------.-------------------------------------------- (Signed) Notary Public,State of Florida ._.�.:5)....�Z.-s--•-•--- -Y-� �- --------- Building Inspecr My Commission Expires-_ _.._-_..__-.._........_. PLANNING BOARD ...__................._ _DATE Chairman ------•----_---______. - __ _ Member Member _- _.--._---- _ _._ Member Member ------------------ ___.. __.___ _ Member Council Approved_-._-_.--._...---__--... -_. Date Disapproved --_------------_-__---.----------------------- ...........Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of $1.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. -� MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the apppproval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulations of the Budding vi ke t si Miami iSh res Village shall be complied with, whether herein specified or not.A copy of approved plans specifics p g g progress of the work. Date...—....»-•w / _-_-----......--....... 9. ... Ownei s Name and Address.....�:.._.--- a'?"-a?4 ........................... ...._ No.��!�f_`_ Street ��..fr�_.'. .._ Registered Architect and/or Engineer..............•- •--•--------•----------•----.----------------------.------------------•-------------------------------- Name and address of licensed contractor------ _ ...........---------------------------------......._--_....................._................................... Location and legal description of lot to be built on: Lot......-.......—------------------_- Block--..................-........... Subdivision..............._ — Street and Number where work is to be�'�done......� 0 .,, � '._.-_.._-... State work to be e and purpose ding (by floors) .- ..._._......-.............._....__ _ _ .------_----.....----••-•------- _. ...-.....-........_....... __.. ------ _.._._ __ ___ — ....and for no other purpose. Now Buildiag _. ... ......___.... Remodeling.......................... Addition_....._.---------------- Repairs-...._`:--._ No. of Stories.. ----.. To be constructed of............................ Kind oftion_ --._- _,_............................_._........— Roo�ering-........._..............................- Estimated Total coat of improvements$19: .....'_,_—__.Amount-, -_-- of Permit $..---- _rte -----------------•- - ------•----------------- Zone cubage required-----.-.___-_-_........_ ._ ___ _ Plan Cubage_.......--_......- --- - -- -— _ _............................. Distance to neat nearest building--,--._...-----_-__..__.. ._._.—Size of Building Lot........ _ __ . ---------........_................_.......... Maximum live load to be borne by each floor__---__---_ ..•-•--_----_. --. _.. _ ._-_---__...---_...._............................. I hereby submit all the plans-and_spedfications for said_building. All notices with reference to the building and its construction may besent to-- - _ _ _. _ _ _ _- -- ........_.. _... __ _ .......................... ................... The undersigneda licant for this building permit does hereby certify that he understands and accepts his obligations,as an employer of labor under the Florig Workmen's Compensation Act, being Section 3988,Compiled General Laws of Florida,Permanent Supplement. and has complied with the provisions thereof,and will require sunilar compliance from all contractors orsub-contractors employed by him in the work to be performed under this permit; and will post ar cause to be posted far inspection on the site of the work such ublic notice or notices as are required by the Act.The undersigned agre+rs to employ only such subcontractors, on work to be performe� under this permit, as are licensed by Miami Shores village. �� STATE OF FLORIDA, COUNTY OF DADE. J m' 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,( �by me first duly sworn,upon oath deposes and says that he is the..._............_.... ... ..._... . _ _........._._.._._.._ of the above clsscribed 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. .r- Permit No.___ !�e _ __.. Date. — Read,Sworn to and Subscribed before me. Disapproved Notary Public,State of Florida (Signed) Buil Iuspectar My Commission PLANNING Chairman .__._.___.._.._._ _ ___ .. _ _. Member Member ------- -_-- . --•-- . .._.__ MemberMember .......... _ _ _ --. ._. Member Council Approved _ _._ ._ .._.___ Date Disapproved _._.__.._.._...,..............................._..,__..............__...,.,_..Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from -the Planning Board. A re-inspection fee of $1.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure her described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Villagre, 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`.pwgress of the work. 3 D '`5c Owner's Name and Address_—_ Stre> Registered Architect and/or Engineer------- . - -- _ __-_-• k Name and address of licensed contractor. 3 Location and legal description of lot to be built on: Lot__ L .rf" i 14f Block.- -- -------------- Sury, Street and N her where work is to be done___.—[�� _.�l�O�L.__ State work to done and purpose of building (by floors) ---_._ _ __----_----_--•—--------__.__ ___--------_--__- -------- — -------- .—---_ - Purpose. New Building----_1r...__._ Remodeling____' ---- ..--- Addition-_--_ -------- ---- g------- - -- __ -------- - - -.. No. of S;or'es.To be constructed of--_----._-------------_._ Kind of foundation -----------------------------_.---------------_ Roof Covering___ --.- - - ----- Estimated Total cost of improvements $------/J0-----— _ ----- of Permit $--.------- _-_--._._--------------------- Zone --------------- --Zone tubage required-----------•-------- — — --- --_.Flan Cubage----- .—_. -------------------------.------------------ --------- Distance to nem nearest building_-------------------_________—.____---Size of Building Lot------.__.-----_--__:__------......---- -----------------.._.. Maximum live load to be borne by each floor_-----.__--------__----..--------------_-.--_-- ___-- _------------ --_-- 1 hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to.— — -----------------------------------——- —- —— - The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966,Compiled General Laws of Florida,Permanent Sup leu,ent, and has complied with therovNions 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 suchublic:notice or notices as are required by the Act.The undersigned agrees to employ only such subcontractors, on worn to be,performed under this permit. as are licensed by Miami Shores Village. Remarks-_ .__-------- -- --------------•-- _-_---_------------ (Signed)_----- - _ STA'T'E OF FLORIDA, t COUNTY OF DADE. Before me,the undersigned authority,a notary public,duly authorized to administer oaths and take aclmowledgments, personally ap- Ped te' ---------------------___.._.--------------------- -------— ------- ----------------- ---------__.._____._..._-------------- ------- -------•--.----- —----------— --—— _ --------------- --- —- .._.. _ to me well known, and who,being by me first duly sworn, upon oath deposes and says that he is the._-_.--- ------_-- - --------------------- --—_-_- -- of t i.- a vt- escri construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therem by him stat9l,are true. Permit No._ �4_r;:�'.7-_------__ ------ Date___—_____-__._____—__` Read,Sworn to and Subscribed before me. Disapproved --_---_---------:---- Date---__ (Sed) Notary Public, State of Florida Building Inspector My Commission Expires_ .—______-- PLANNING BOARD----.------------_-----DATE Chairman -____------------------------------_ -------- ---— -- _ Member - —__ -- -----•--------------- Member ----- -—— ------ —_._-- ------ Member --------------- -------- •--------------------------------_-- Member -•-------------Member --------------------------------------------- — _ _ Member —--------------- --------------------------------------------------—......... Council Approved--- --.-----_----. -- -- -------------------—-----..Date Disapproved - .__----. .___ .._ Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-Juspection fee of $1.00 will be charged when such re-inspection is mule necessary by improper notice for inspection or faulty materials anworkmanship. i8g 1955 Mr. J. all, Powell 1200 R* 9. a3rd Flt, a..-d Shoreas r1.rich Dear 14r, i to ell-. This ie. to infpr?! yon Vint P. r e►-oomput ation. of tree c_yUic feet aontent of ycai m rea9,deuee has been nue. 'T"Y js commpatatAon considers tit, of G" In width that was made during coont action Ix-caus-9 of sets-back ra.1-.z m. pante. Ttie original aonpYztm+.!on resulted in 14019 cubic f;yet conte:t of Vae resi ,once ov a taxable valueof p(mo he corracted or re•-nomputat content Is 388055 cath fort or a taxable value of 1191,028. Note W,il t thq t.=&b1® valla a o-L yf.,Y,.z rlb'9Idance is reduCQd ,4.fig itc��• A cop.7 of Ln ip letter will bq given to *Wie tnx depart ht of this vill." sn that the tax roc rds will be com)ct.,s3d a,,cor;3nglq. �:1.ncorelvrg John D. H smell Bldg. t►, Zoning Director. 1v I M I S 1-1 O,REB VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMI Permit'No...-..�D S'� ........».».. Date.._ ........---- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted.for the budding 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. - Owner's Name and Address..._ ».,..»»....» .....».......»..» »..»..:No.»....»...»..........___.-Street... ......». . ........................ Registered Architect and/os En -...-... .....»............................ »».... Q_ ..»...»».»...,.»»..»» ErnpmYmg Electrician's Name Location and Legal Description Lot......».T.... ............»..... _.....Block... »..._. _........Subdivision. ... ' Street and Number where work is to be performed—No..:/.p...0.0.. State CM work to be perfo ed and purpose.of building (By Floors). ... .... »».! ..s.'. .»., . ........ ... NewBuilding ---Remodeling».--.--....»....... ..:..Addition._..�-.._.................:.Repairs.-....-..».......»».........._....No. of Stories.»........»...... SWITCH LIGHT PLUG FIXTURES ROMIG. IRON RANGE RANGE WATER W. HEAT. SPACE STRIP TOTAL OUTUM OUTLETS' R=,P*rs NO.LANP8 OUTLET - OUTLET OUTLET CONN, HEATER CONN. HEATan HEATER LIST CHeCK 160 ENT. DIET. SERVICE SERVICE MQTORB MOTORS NEON . SW. CAS. TEMP. PERM. 0.1 XP1•5 HP TRANS. Mom TOTAL CONTR LIST CHECK d d 00 �- • d Service Underground Size Feeders..'�.�...Conduit. .......Main Sw_....�I��.......Amps.....--------—_-Main Fuses.... !� ......Amps Type of luou Uation—Conduit.....»j'':.».-...Tubing».»,.. .-..B.R.L«......». ._..».Metal Moulding.. ......... .»..........»............»,»».»..... Amount of Permit $--......»..- .»( (Signed)»» »_».».. ,, ... • Electrical Iaspecfor. 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 a Compe>lsatioa Ret, being 3ectiQn 5966. Compiled General Laws of Florida Permanent Supplement, and .has complied with the provisions thereof, and'wiU 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 o the site of the.work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, work-to be performed under this permit, as are licensed by Miami Shores Village. • tai ..�� s�l�!" :.: . • . �� $leetridan. STATE.OF PLORWA, 1 COUNTY OF DADE. j 8°' ' 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 mom, 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 anis. »_»»�.•. MY Commission Expires.. »..»..». ...»�.» �.» .».Notary»public, Staft Of Florida.... .�......».»» » NOTE: reinspection fee of $1.00 will be made when such reinspection.is made necessary by improper notice for,inspection, or faulty materials or workmanship. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT �® Permit No- � -- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the buil or other structure herein described.This application is made in compliance and conformity with the Building Ordinance of Miami Shaws Village, Florida. and all of the Laws of the State of all ordinances of Miami Shares V and provisions Florida, range all rules and regtof the Building Division Of Miami Shares Village shall be complied with,whether herein specified or not. A of approved lana and tions must building during progress of work. �Y PProv p specifications be kept at Owner's Name and Address. o Ste___ Registered Architect and/or -- Employing Phmsber's Nam No Street Lineation and Legal Description Lot Blocq Snbdivlstcm Suet and Number whore work is to be performed—No- a _ State wank to be performeS and purpose of balding (By Moore)— Now. a oore)New.Building _ Remodeling Addition _. Rc*a ____._ No. of BATH LAVA- SLOP LAUNDRY CATCH FLOOR DRINKING TOTAL CLOSETS TUBBE S SHOWERS TORIES SINKS SINKS TUURINALS BASIN DRAIN FOUNT'NS FIXTURES COKM LIBT CHECK SEPTIC SEWER DRAIN SOAKAGE GREASE' SOLAR DEEP SPRKLR. SW1M'G TANK CONN. FIELD PtT TRAP NEATER WELL SYSTEM POOL CONS TR. wr CNzcEo Size Septi Tank_ Type of Teak --_Capacity I Feet of Drain Tile— — _Dist.Feet of Tank or Drain Field from Weft_ Nature of Water Supply: CityWell. Size of Soakage Pit- -_-- , Amount of Permit Phrmbiag Inspector. The uudasismed applicant for this building permit does hereby certify that he understands ami accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act,being Section 6988,Compiled General Laws of Florida Permanent Supplement, and has corn. plied with the.provisions thereof,and will require similar compliance from all contractors or sub-czmtractors 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 nxiaieed by We Act. The undersigned agrees to employ only such sub-contract rs, on work be Hader this as are licensed by Miami Shares Village. ( Soed) — Master Plumber.' _ STATE OF FLORIDA, COUNTY OF DADE. j Before me,the undyed authority,a notary,puWic,duly au&mized to administer oaths and take acknovvhxlglme s, pe w=Uy appeared to me well known,and wlm,being by me fire duly sworn,upon'oathand-says that he is the— of he construction, that he has c uday read the regaing application, and that he did sign the same, and that all facts therein by him stated we trua My Commission Expires Notary Public,State of Fkaida NOTE: Are• fee of$1.00 wlll be made when such twinspactfom is made-necessary by improper notice for inspection, or faulty materials and/or y� OWNER'S NAME , I PRESENT ADDRESS LICENSE NO. PHONE NO. e).I2y. Powell. JOB LOCATION (ST.;OR AVE.) LOT BLOCK SUBDIVISION `' ' Paul C. Harrison & Tr. 186-A I lwQ Sea. 8 GENERAL CONTRACTOR ADDRESS I PHONE NO. I LICENSE NO. ' 1200 N.E. 103rd Street /� {BUILDER'S BOND BUILDING PERMIT NO 393PATE7-14-54 PERMIT FEE 3/+.� 1685 DATE i ZONE REQUIREMENTS 2%000 CU.FT. I PLAN CUBE "V019 CU.FT. I EST.COST S 30!000 DATE DRAWINGS. SPECIFICATIONS RESTRICTIONS AND CUBE CHECKED BY: TYPE STORIES ROOF CONSTRUCTION INTERIOR CONSTRUCTION NEW CONSTRUCTION CBS I l the terrazzo floors, plaster walls DESCRIPTION am c@ gs REPAIRS 3 .bath$-2. 'bdrm.-den breakfast room-kitchen-utilitar room-sewing room- ALTERATION amegari' ADDITION APPROVED REJECTED REFERRED TO COUNCIL REASONS SUBMITTED TO PLANNING BOARD RE-SUBMITTED TO PLANNING BOARD I REMARKS SUBMITTED TO VILLAGE COUNCIL CERTIFICATE OF OCCUPANCY NO. ISSUED BY TO BUILDING PERMIT AND INS ECTION RECORD—MIAMI SHORES VILLAGE lot t—p BU Aik INSPECTIONS INSPECTIONS DATE BY RE-INSPECT BY RE-INSPECT BY FOUNDATION BEAMS&LINTELS FRAMING FINAL - CLEAN-UB PLUMBING PXAMLTS & INSPECTIONS CONTRACTOR PHONE PERMIT NO. I DATE jrfZ I FEE ffi NEW BLDG. ALTERATION ADDITION REPAIRS' SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE ffi SEPTIC TANK ffi SEWER ffi SOLAR HEATER S ffi GAS, ffi INSPECTIONS DATE ppBY RE-INSPECT BY RE-IIVqPECT BY ROUGHING p GAS SEWER SEPTIC TANK SOLAR HEATER ' tI FIXTURES QR ELECTRICAL PERMITS & INSPECTIONS CONTRACTOR PHONE PERMIT NO. Co Q DATE FEE ffi gn NEW BLDG. ALTERATION ADDITION R PAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE /N®'� H.W. HEATER CONN. RANGE CONN. MOTORS ffi FIXTURES• $ S INSPECTIONS DATE BY RE-INSPECT BY RE-INSPECT BY TEMP.SERVICE ROUGHING H.W.HEATER CONN RAN E CONN. FI .RES&FINAL 11 r7-(O APPROVAL TO POWER CO.FOR SERVICE DATE BY CERTIFICATE OF OCCUPANCY -KANII SHORES VMUGE, FLORIDA BU .DngG DIVISION N° - -82 Miami Shores Village, Florida, Owner, Agent or Tenant of Building Lot !6 -1;yCC Subdivision Street Address--%I --I-N ` o Approved use by occupancy Remarks: This CertlBcate of Occapimar is issuedto the above named for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93,94 and 97, known.as,the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildin s or strr' , r 'AMDING DIVISION -p -!�7,� ,��ij TiTl%lit�,.,10 "A'i it p, Ii4l, -4 iz �iv �Q lt# 1,4 , VSHMj, '', ;.7 !YF', iip:iq "'A qgi q wq;i X;m gJ M1 AR WE klPt'd Nll �,hgk R 0' a Nit; 0, 10 IWO,) MR25 MEN Wy Y; Jim �U' Aq '.0 pig, 5i�il Um N VS, Nag q EAT ANN YTI-11, RUA 0 V-4K ITOR �LIP 5 ca 0- P21i, ry" M1 it .ymn 31;5r�,T I poll NX V Own WNW FQ ZVI' 41Y 4,4q, fj,)7.�q,�w, j, its Og�4,h N if l i.r, Wo Amp TAI SO AF Ion pii kv, Q WWW �4; MW 0 IT, I,fw�� Nll�r 4 voq �4t 0 BEEN M 'Mom SRI Ed IV T; g :1., WOW, 32 . ..... H, WN 41) 'it Tilt, VI 'A, ge 14� ftgi Rig14 fr_T� jj� WO� wow awl 9 -W zql, MOW -1k iW'14 14, -4 :7I`,,ffM 1 411 T NMI WON P, I -015 MCI, �T2,14 A, 9 1 g ."'it PUT" 1;N Aj -14 iR E!'R T V, s P,t. '".71, jrmp "all Soo, jowa 76.�11 i iffy ot 5 Iva I'tf, INS TEN, T. 'Sly, 0xv, "R x AT WARM 01 ON MIT A ii! SM-M Noss UPY 700—' -� IWPRW R n,i,� Owl., Ell 6,1, iij 0-i N ff OKA! gtY, T 7,:4 tq�,g "I'l I , awl raw., �,g -T1,I, KRQ A Tj sm "N IT, 140 M 24JIN. twat &anti WAS AIR AT 0 P out W, VT.7fiPM �g,4 URI 4 _ c i i f . Y i t t ' r: _ It. - M1+K IN LU two 74 IN Al; . F Cl , 4d . ,� IA tt f♦ Maw AL U ttA .gUN - �- �: [ a.40 j �'• O =, 111 919 .�. /C6`) ■{ eT. t'. "I 7- :;D • "Zap f •! �, � An NAL wpm ifsk,�l SIR ail ENO 4ry All i rat V��`effill, OVUM "M I I - ;I i it X11 1� y 1 4 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date L Jab Addressl 1W N C OV'-3 5 1 Tax Folio RID 1 a Q lD Leo on r ,��t g.d��l . I - 6 rically Designated: Yes No Own"i M l Tenant A 00LQt'j 71--4- Master Permit# Owner's Address Pho a ext l Cocting C DJ7� Address Qualifier SS# - Phone State# Municipal# Camey# Ins.Co. ArchitectlEngineer Address Bonding Company Addtcss Mortgagor Address Permit Type(circle ): BUILD ELECTRICALS� PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Al n1t �SC1��1 Vr' t/�U►1 S d1� IJ S g I�s5 t.CA�c�iV�2 G1eNQO�I S�n,y i—°�''S Square Ft. Estimated Cost(value)o/+ 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(IIS'YOU IlNTEND 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. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that allwork will fiance with all applicable laws regulating construction and zoning. Furthermore,I authorize the above-named contractor to do the Signature of owner and/or Condo President Date i o order ,at/f 46 rer ,at/f 46/a 9a)L Bate • 3 -.260/ Notary as to Owner and/or Condo President Date N as to Cantnrctor or NOT = My Commission Expires:. My Commission Expires: ��y,J ypl,pg ® � {S� tMARYPI UCffATEOFFWMA COMMISSION NO.=4103 mysmTsXP. 1 FEES: no) C.CF �. OTARY BOND A}?Plt'IF* - 2v�t y � TOTAL DUE zoning �1 Buil Electrical 33 Mechanical Plmnbin$ Structural Engincer MIAMI SHORES VILLAGE Paint Color Approval and Agreement R DATE: OWNER'S NAME: W t eW v Aaf-R TT:t<o Ac PHONE: 3O S-7S 9 74 ADDRESS: NE /0 .3 ADDRESS OF SITE: CONTRACTOR& LICENSE (if applicable) COMPANY NAME: PHONE: All Elements on the site must be listed and indicate the color to be painted. Walls Gr Fascia 1,J16 Drip Cap/Drip Edge IJ k t 'P o Soffit k►l e z Roof Flower Bins - `3'�Vne spa < AA414 roc t . Shutters Awnings Chimney OZA x Doors and door jams IiJ kL z Garage Doors W�k L 1 Railings LtAf Oni > Cu z Fences NAV Decorative A- Decorative Metal W � A j All brick (simulated or regular) - S Az, sig5 A v4t Stucco Banding W-Ai Any other stucco features Accessory Buildings Other OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be do in compliance with all applicable laws regulating constructio zoni authorize the above-named contractor, if applicable, to do t o fated u re , the paint colors will be as per the attached aye / Signature of Owner Dae Signature of Contractor Date APPROVED: WHEN PAINTING IS FINISHED, CALL FOR FINAL INSPECTION Building Offtcial Date 4/23/01 art of Article IV of the Miami Shores Village Zoning Ordinance No.270 Minimum Yard Dimensions Side Yards Two re- quired (except as otherwise specified Maximum below)each having tm Plot Building Front Yard the minimum wig Rear Yard Off-Street Parking Space ze Height Depth specified below. Depth Accessory Buildings Off-Street Loading Space feet For dwellings: For dwellings: For dwellings:10 ft., For dwellings:ags: rigs:IS ft. Location:In rear yard only,not less For dwellings: 2 stories,30 ft. equivalent to the me- except that on a owner For swimming pools than 15 R. from the main building Minimum:One space for each plot,enclosed or sq.R For other buildings: dian.of the depths of plot the rear line of From the inside face of and not less than 10 R.from any plot fin• 40 ft.,excepting,for all existing front yards in which adjoins the side pool wall tothe lot line Location:On the same plot with the dwelling y line of contiguous plot that any a buildiuge,the features the'same block and �da plot to the teat', there shall be a 7Ni-ft. to which it is appurtenant and,unless provided side or front or not less than 5 R specified in Article V lying within a distance the aide yard on the minimum setback; yard in a completely enclosed garage attached to the aril subject to the con• street aide shall have from the 1 deck from any other plot line; provided of 100 R.on each aide, pool w dwelling and complying with all the regulations ditions set forth there- a width of not less than screen enclosure to the that on a corner plot the rear line of applying to the dwelling,all parking space on but not less than 26 ft. in. 15 R. lot line these shell be, which adjoins a side line of a plot to the plot,whether enclosed,partially enclosed,or or necessarily greater For swimming pools a 5-ft. minimum list- the rear,no accessory building shall unenclosed,shall be located in conformity with than 35 ft.;or 25 R.if From the inside face of back. be located nearer to the aide street the following setbacks—side 10 ft., rear 5 R., not more than one pool wall to the lot line line than a distance a front 25 ft.,with the following exceptions- building exists within there shall be a 12%-ft. (1) Approval of site plan by the planning board,• minimum setback; depth of front yard required on the said 100 R. on each and from the pool deck or plot to the rear,provided further,that (2) Approved configurations'aide. ppro of parking circa- , For other buildings: screen enclosure to the a swimming pool enclosure may be lar and/or perpendicular shall be as follows same as for dwellings. lot line there shall be located in any side yard but not less a.circular drives shall be within aide set. a 10 ft.minimum set- than 10 R. from the side plot line; backs and no wider than 12 ft.and shall back. provided further,that no door of an be extended to the public right-of-way; b. accessory building opening on an al- parking perpendicular to front and rear ley shall be located leas than 20 R. property line shall be no wider than 25 ft:.. and shall be extended to the public right- Provided as follows with respect to other buildings: from the center thereof. of-way. (al' No buildingm which is conducted a use specified in paragraphs 2,3 or Coverage: Not more than 20% of Materials,area:Concrete,asphalt and/or ma. spec Pa graP the area of a rear yard,except that sonry products,specifically not to include any 8a under permitted uses in R districts shall be located less than t0 ft. any structure that is part of a swim- loose material such as gravel or mulch;permit• from the nearest line-of a plot in any R or A district. ming pool installation and that does ting no more than 2 spaces of a maximum size of W If a building occupies a plot surrounded on at least 3 sides by sancta, not exceed 3 R.in height need not be 10 ft. x 25 ft.each.Public concrete sidewalks the yards adjacent to such streets shall have such dimensions w are included in computing said coverage. shall be increased in thickness from 4 in.to 6 in. where abutting improved parking area ur dnveway. specified on a site plan for such building,approved by the planning Fences,walls and hedges shall con- Temporary parking: No motor vehicle except board as provided in Section VI. form to the provisions of Article V. those of temporary guests shall be permitted to stand in any place other than a parking unit complying with all the provisions of this ordinance. Commercial vehicles:(Other than one commer- cial vehicle of not exceeding%tun capacity on any plot if housed in a completely enclosed ga- ragei, shall not be permitted to stand in any place except temporary while in connection with going to or from a use existing in the district. Churches:One parking space for each 4 seats plus one parking space for each 50 square feet of floor area in assembly rooms with provable seats, provided that these requirements snall apply only to auditoriums and chapels and not to rooms used only for Sunday School classes. Junior high,elementary schools,public,pn- vate or parochial schools:One parking space for each classroom plus V.of the additional parking spaces otherwise required by this section for auditoriums. Senior high schools public or private:One park- mg space for each classroom plus one parking i gimro ter#m h 10 gtildPntq or'e of the addetwe-1 ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM. UNIT FEE ITEM• UNITFEE ITEM UNIT FEE BATH TUB SWITCH OUTLETS SPACE HEATERS BIDET LiGtff OUTLETS CENTRAL HEATING 01SHW4SHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR FAIN SERVICE REPAIR/METER CHANE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE Ir 0 UNDERGROUND TANKS LAVATORY OVEN ABOVE GRA TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 If HOT WATER BOILERS SINK, POT/3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INOIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER-NEW INST. GENERATORS TRANSFORMERS HEATER-REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER-WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY-SEWER SIGN TIME CLOCK UTILITY-WATER FIXTLRES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS ORAINFIELO, 4" TILE/RES. I VIOLATION PUMP 8 ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. 'ATCH BASIN 01SCFiARGE WELL OOMESTIC WELL AREA DRAIN 300E INLET MLAR WATER HEATER =IRE STANDPIPE 'OOL PIPING .AWN SPRINKLER SYSTEM 14 RANGE RETER SET (GAS) AS PIPING 3 CESAR ELECTRIC CORP. 3634 S.W. 112 AVENUE Miami, Florida 33165 (305) 221-5721 Load Calculation Chart No#of UnitsSquare Feet of Dwelling (off ) { } Small Appliances 3 Watts { l } Washing Machine Watts { / } Micro-wave Oven/Oven ( / .6-E L) Watts { I } Range (za-. L-11) Watts } Water Heats Watts { / } D= ( �,.d'� �) Watts Dish Washer Wafts Watts { 1 } Disposal Watts { / } R-efdgerator I Freezer Watts { j } Sprinkler or Pool Pump Watts Watts Total computed load Watts Watts First 10.000 Watts Remainding watts 9b 40% Watts A/C & Heaterae kw l- 100% (a u . trJ) Watts Total Calculation Load �LP-A19 + ztyv V,/A. = n®- gyp We hereby submit this Load Calculations chart for the Dwelling Located fad (address) l A D ® #VF t o 3 Cf. Miami. Al f2 a 4-e— - Ommers • km dew:jjK QfE Existing Service of j2-01) amps is going to be Upgraded ('lid ) { New Servcie consist of: PERMIT APPLICA .. OR MIAMI SHORES VILLAGE / xAW 6?fz Date JobAddrew-12,00 RE 103 Tax Folio -- x 4/ P Legal Description Mork*Designated Yes No Ownedlessee/Tenant A Master Permit# Owner's Address S A wt e- Phone -Co. 9 .4 G. ele�"g Gp . Address G 3 S „ Qualifer G � SS# � one J ©J` ?12 l,�l z f � � b . state# Q0 A/4 Mimic4W# Competency# 6 Ins.Co. Arclutect/Engirteer Address 'I Bonding Company Address Mortow Address Permit Type(circle one): BUMDING LEC MCAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 2 . a &v l SgmeFt• Estimated Cost(value) 4t /,I WARNING TO OWNER YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR RUPROVEMENTS 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 apeamit to dowak 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 AFRDA fy that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating i and zo ig. ,I authorize the above-named conhactor to do the work stated. signature owner or President Date Sigmab�e of Contractor or ow �iiilder Date Notary as to or Condo President Date N as to Cot factokor Builder Date My Commission Expires: (o r y My Commission Expires. i j )o q *"4- �',,V Expira JW*18.2004 ra .hare 18,2004 FEES: PM9& RADON C.C.F. 1.:W NOTARY BOND. APPROVED: TOTAL DUE f Zoning Building Electrical � /�/L Mechanical Plumbing Structural Engineer NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 71 TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: 01R 153777 2001 MAR 30 14:36 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Chapter 713, Florida Statutes,the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 2. Description of improvement: G t f1l' C� 4/10, sTem 3.Owner(s)name and address: Azr4 0(LAEtiv' ^ �� Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and addr ss: C oU1V 5.Surety:(Payment bond required by owner from contractor, if any) uN�p F DADS Grr Name and address: j_0g1DA,co of the Of v Amount of bond$ S F?E CERTIF glnal f" Pp on 6. Lender's name and address: �° al' rountyCou�s WITNESS rnY r HA � 7.Persons within the State of Florida designated by Owner upcp o i other documen as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: , ' 8.In addition to himself,Owner designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes, p Name and address: 9.Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is ed) a- C`2i s4rawre afowner Print Owner ame Prepared by: Sworn to and subs Address: Wrft Notary Public H,Af„f 1 { :�p t Print Notary's Nal. 7b _ My Commission Expires: 123M_52 2193 { ADDENDUM TO • WILCiING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS & OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM UNIT FEE ITEM - UNIT FEE ITEM UNIT FEE. BATH TUB SWITOH OUTLETS HEA BIDET LIGHT OUTLETS CENTRAL HEATING L DISHWASHER RECEPTACLES DISPOSAL SERVICE TEWORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIRAETER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERIGRO(AD TANKS LAVATORY OVEN ABOVE GROUNO TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS MOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT/3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEWLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORWM HEATER-NEW INST. GENERATORS TRANSFaUIERS HEATER-REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER-WELL SPECIAL PURPOSE SWIM4111G POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER COLLECTIONS SIGN TRANSFORMERS UTILITY-SEWER SIGN TIME CLOCK 'JT ILITY-WATER FIXTI,RES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS )RAINFIELO, 4" TILE/RES. VIOLATION W & ABANDON SEPTIC TANK REINSPECTION 30AKAGE PIT CU. 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(4nU" ROM '..POO' � (s l i r Pufm `OE eunr:Loot It AJonyOr SJNLLVU auvaNvIs my b6�"Jd saaull ownuen swopft Amun Miami Shores village Sec.6-3 Air Conditioning Regulations. (a) All individual air conditioning units installed in walls or windows shall be securely anchored to the walls by approved methods. Units installed over public property,paths of egress or more tbantm(10)feet above grade shall be secured to the structure by bolts or screws to resist horizontal wind loads. Such units cantilevering more than eight(8)inches on the exterior of a building shall be stwxtedby steel angle brackets secured by bolting. Bolts to masonry shall be set in lead shields or similarly rot-resistant fastenings. is shall to the control and regulation of noise nuisance (b}The fc �ecial requirements apply from air conditioning machinery. (1) All equipment, existing or hereafter installed, regardless of location, shall be maintained in good worldng order. Equipment so located that normal operating noises create a nuisance to adjacent owners or occupants shall be provided with soundproofing, or sound-absorbing baffels, or enclosures, as approved to insure maintenance of a reasonable noise level. (2) All eqt on outer walls,on roofs,or in the other exposed locations,which are unduly noisy,and which causes valid complaints from adjoining property owners or occupants may be required to be relocated,redesigned and/or enclosed in noise- retarding materials when, in the opinion of the building official,such enclosure is necessary or would be effective. (3) Special consideration shall be given to the planning of all future installations to minimize the noise nuisance to adjoining property owners or occupants and the building official shall have authority to reject or require the redesign of any system which,in his opinion,would cause such a noise nuisance. (c) Violation:of this section shall be punished as is now or may hereafter be provided by law (Ord.No. 299,Sec. 1-3,2-21-61). and will comply with thaimm MOOMMORAM tom. to I have read the above ordinance and will comply with the regulatio ereof. r ANDREW/ TIKOOF HVAC Load Calculations i " for (.,,._. ANDREW TIKOFF { 1200 NE 103 ST MIAMI SNORE,FL 33138 1 OR` ormwRESIDUNIIAL VAC HVAC LO 4tf. rNt(y, 'S Prepared By: ; t "tit t'r DAVID RAPID AC 4830 NW 167 ST rr':= MIAMI FL 33014 i 305 6285112 a•'.i�.: • Thursday, March 29,2001 1' !' ..i yp•�. "fii�eie>5t : .1 t I :lrr . Poo: Project Files2t C:\ElitelRhvacwl-UNTTLO.rhv r Project Titlgi y' ANDREW TIKOOF f*,a Designed B DAVID .., . _ Proj3-24-01 i ect Qat :«-. Client N ' ':': ANDREW TIKOFF Client Ad .;:; 1200 NE 103 ST i Client Ci#y. MIAMI SHORE,FL 33138 Client Ph 305 759 8460 ClientaX3`: `s Companyi� RAPID AC Company,-3entative: DAVID Company Address: 4830 NW 167 ST Company Cify:. MIAMI FL 33014 Company.-r 305 6285112 Compafiy;..., ,; 305 628 5115 Comparrient: Reference zf Miami, Florida Daily Tem.*,' ure Range: Medium Latitude: : ! 32 Degrees Elevation:;i 4 660 Feet Altitude FacW. 0.976 Elevation:eh4ble Adj. Factor: 1.000 i Elevation T-b*!Adj. Factor: 1.000 Elevation HeAng Adj. Factor: 1.000 i Elevation.Hedng Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 22 0 0 72 0 Summer: 93 76 50 75 45 1 Total Build upply CFM: 1,210 CFM Per Square Foot: 1.009 Square F Room Area: 1,200 Square Feet Per Ton: 507.525 t- ..�......._........b........ Total Heat' , squired With Outside Air. 39,743 Btuh 39.743 MBH Total SensbGain: 25,997 Btuh 92 % CAElite\R446\-UNTTL0.rhv Thursday, March 29, 2001, 8:45 PM •:. . . . . . . ......:.•::::.•:::.::::::::.::::::.:...::::::•:::•.•.•::::::::::::.•.•:.•::•--�-•:•::•:•:•::::•.•.•::••::•::........:::•:••:•:•:::•:••::.•::::::::::....,; .. .. ......., �.. ........ tom.. .. . ...........................::•:..:::.•::•:.::•.•.,•:::::::::::.•.•:• •::•:::�:.::.::.•>:::::.::•.::::::::::•::•::::::•.:<•:>:•::• :::::•:::�:•::•::::::•::�:•::.:;; te: tom• ve �w; •.Gil ~g r: J C ::Y• :tic�.�.a. us.•:•; e.aa_-aaaasssaasasu vaae...ava. asu ;YlR• u. Total Latent Gain: 2,376 Btuh 8 % . Total Cooling Required With Outside Air: 28,373 Btuh 2.364 Tons(Based On Sensible+ Latent) 2.814 Tons(Based On 77% Sensible Capacity) Calculatian ; lrebsed on 7th edition of RCCA Manual J. its are estimates as building use and weather may vary. All computer : Be sure to ( unit that meets both sensible and latent loads. i IOU; r•aT C:\Elite\,R1 '-UNTTLO.rhv Thursday, March 29, 2001. 8:45 PM .Tf!� Wfff :w : tam ... /, •I7L"i•S�f. .fl awI .:::::Tc u _ . '.� .......... MINOR::::.. .,.:::.:::: . ::::.:::::..:..:::.•..•::.,•:::::•.•::....: ..:::::.:...:.:::::. •�::� ...:....mss:: 1G Winddw':kpw Emit Glass e=.4 Wood Frame 42 1,720 0 2,748 2,7`18 4C Wind c double Pane&Storm Clear Glass Metal Frame 12 294 0 266 266 8K Glaw! "'..Single&Storm Low a TIM Frame 42 970 0 2,505 2,505 10F Door : Solid Core& Metal Storm 21 336 0 145 145 12A Watt.". ` ulation 112"Gypsum Board(R-0.5) 177 2,398 0 1,036 1,036 12C WaE> ,'w : .:+ 112"G um R-0.5 1,386 6,237 0 2,695 2,695 16K Cerl� Decking No Insulation 1,200 17,220 0 14,465 14,465 . .�.. 22C Stat:' ode 11/2" Edge Insulation(R-8) _210 _ 2,835 0 _ _ _0 Subtotals4600-noture: 32,010 0 23,860 23,860 People: : i^ 2 460 600 1,060 EquipmetAl 8Y: 0 300 300 Lighting: i •r 0 0 0 Ductwork-'J-11-'; 0 0 0 0 Infiltration:Wr CFM: 144, Summer CFM: 64 7,733 1,916 1,237 3,153 Ventilation=;Wi4t r CFM: 0, Summer CFM: 0 _ 0 0 0 -_ 0 Sensible.09Total: 25,997 TemperatU ; tiring Multiplier__ - _ __ -�. ---X 1=00 ---- --- Total Build'ri��• d Totals:' � ------------------------39,743 2,376 25,997 28,373 : :. � • Total Buildn ply CFM: 1,210 CFM Per Square Foot: 1.009 Square Fe+e Som Area: 1,200 Square Feet Per Ton: 507.525 Md rcaa-xr..-ss'. .•.._.... Natal Heatin�g ired•With Outside Air: •39,743 •Btuh• •39.743 MBH - � ����� �"'��"��W �u��•� .............. Total Serits%t i in: 25,997 Btuh 92 % Total Lafert 2,376 Btuh 8 to ' Total Coolir, ired With Outside Air: 28,373 Btuh 2. Tons(Based On Sensible+ Latent) 2.814 ons(Based On 77%Sensible Capacity) • • •.�._ Calculatiori�. ••based on 7th edition of AC•.•CAManual J. 1 All compute 'tlts are estimates as building use and weather may vary. Be sure`tb 1 -:e unit that meets both sensible and latent loads. i dy I P•y C:\Elite\Rhe F," 4;\wUNTTLO.rhv Thursday, March 29, 2001, 8:45 PM ic+c itMom Project Filename: yC:lElitelRhvacwl-UNTTLO.rhv i Project Title: ANDREW TIKOOF Designed By;?' DAVID Project 3-24-01 Client Nam,r�'::' ANDREW TIKOFF X. Client Adtif'';'• 1200 NE 103 ST Fes•: . I Client City :;'s MIAMI SHORE,FL 33138 Client ftpd."ti Cr 305 759 8460 Client Fax;: : Company Ie:: RAPID AC ' Company: to .psentative: DAVID Company-At.ld ss: 4830 NW 167 ST Company M IAM I FL 33014 i Company... e: 305 6285112 Compahy Y= -. 305 628 5115 Company orient: r. y: Reference Miami, Florida Daily Te 4 ;.;,:ure Range: Medium j EaevatitutEori 660 Mees Altitude Factor: 0.976 Elevat'ionnsible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 i Elevation Heating Adj. Factor: 1.000 Elevation Hating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference ,i winter: 22 0 0 72 0 � ,,a��. Summer. a':;'g 93 76 50 75 45 I • .ICFM� CFM Per•.•Square Foot: Total Bui di u i� PP Y � � .• Square Fe'k Room Area: 1,600 Square Feet Per Ton: 513.520 Total Heating;•equired With Outside Air:V 56,085 Btuh 56.085 MBH i Total Sensible Gain: 33,175 Btuh 89 % C:\Elite\Rhvacw\-UNTTLO.rhv Thursday, March 29, 2001, 9:31 PM ani#tkiii�:�:• 1EEe ...... r. --- ----- -------------- ......... I i - - -- - -- •::.:..:.. . ....:...... . . .. . . I ...)yy,�� r. ........r...•r.r...,..r r.,.....,..r........• •::::::::::: .V:r.:.::.' .. :.:::::::::. • :::::::::::.:`.Ly,.•gyp:::::.^:::::��.y.}�, .:::::::`::{�.�.yF¢},�[••}•.:•:•:•::i•:::y�•�.}y:��.. •:,�:•::•::•:•:.... .:.::...:•:::,?•�•.,..:.:••:::J... ..•�•..'.S�•�.�.�... :. ,» •.4•:�` :�T,•�.t•�`.. J�S.... .. ..".�.:Y`i.. --.s'tCi` ..Y'i'y:YY...._ ..S'•Y.�y........___..._..—..._...._._-......._._..�..........._................._......� ---Zone Entire •-o-use -- --- _ 3 -11931--'.- — _ 1 Entire House 1,600 56,Q85 746 0-0_ 0 33,1'l5 4,214 1,544 1.25 1,931 1,544 System 1 total — 1,600 56,085 -- 746 _— —„ 33,175y 4,214 1,544—„ _ _— 1,931 — 1,544 System 1 Main Trunk Size: 17x16 in. Velocity: 874 ft./min Loss per 100 ft.: 0.079 in.wg Net Required: 3:116 89%/ 11% 33,175 4,214• �37 Recommended: 3.590 77%/23% 33,175 9,909 43,084 I ' I I �ff I L � I I� ' 1 C:\Elite\Rhea -UNTTLO.rhv Thursday, March 29; 2001. 9:31 PM t PERMIT APPLICAN FOR MIAMI SHORES VILLAGE r r I Date �'� w Job Address ' 10�49T Tax Folio' �OLO?qORI D Leggy Desmipfion Ilisforically Designated: Yes No Owner/i.essee/Tenant Master Permit#_ er's Address �S,00 Q 1�7 1 Phone —151 j��n Own Qur SS# 40noft ne alifier State#eAce WE 16. 1 'Mwriapai# Competency# Ins.Co. At+chitect/Engineer Address Bonding Company Address Mortgagor Addle Permit Type(drde one): BUILDING ELECTRICAL rPLUMBING CHANICAL OOFING PAVING FENCE SIGN WORK DESCRIPTION �1 I Square Ft. Estimated Cost(value) .2.�®� 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 vmk and installation as indicated above, the attached addendum(if applicable). I certify that all work will be perfomred to mod the standards of all laws regulating construction in this jurisdiction. un that separate permits are required for ELECTRICAL PLUMBING,SIGNS,POOLS,ROOFING and MECHANICAL WORK OWNER'S A all the foregoing information is accurate and that all be done in compliance with all applicable laws regulating cons and I authorize the above-named cont actor to do the 3i Date Signature f �(r-Builder ".: Date I All&I'' s No Date Notary Date MYi�TrdmnutGRq FEES: PERMIT RADON C.0 Q_2DNOTARY �^ �" BOND APPROVED: TOTAL DUE 3 3 o Zoning Building Electrical Mechanical ��� (�3�.�r Plmnbing 3hncdralEngineer Miami Shores Village gel Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)79 204 Fag:(305)756.8972 BUILDING � � � Permit No. r I nn-t bB PERMIT APPLICATION 2 $ �� ast r Permit No.J3�=--7�,� FBC 2001 -- - - •-- Permit Type(circle): Buildin Electrical Plum Mechanical Roofing Owner's Name(Fee Simple Titlehold r) �� C � 'G W1"i� Phone# Owner's Address—O-Do or, City (-Aytpfft% SWO&W State Zip 331 TenantIessee Name Phone# Job Address(where the work is being done) City Miami Shores ViUWe County Miami-Dade Zip ��1 Is Building Historically Designated YES NO Contractor's Company Name Phone# Contractor's Address El ECTW6 S RVICES. INC. City `�° 1079 53rd Street Zi P -1--m-GRIDA 33351 Qualifier State Certificate or Registration No. 4�6l 1 � S Certificate of Competency No. Architect/Engineer's Name(if applicable) Phone# mo $'fugue VWot*Tor is�jF�}.r'mgit /000 Square Footage Of Work: n ey' Type of Werk: .r,Add;xji _ []Alteration ONew „0 Repair/Replace ❑Demolition Describe Work: /�Oe�J O ky Q Submittal Fee$ ® • Permit Fee$ 'A X CCF$ C7.k-d CO/CC Notary$ — Training/Education.Fee$ 0.ZO Technology Fee$ 8o Scanning$ 3100 Radon$ Zoning Bond$ Code Enforcement$ Structural Plan Review.$ Total Fee Now Due$ >� I (Continued on opposite side) 9 Bonding Company's Name(if applicable) t Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address city - -- - - -- --- - -State Zi P Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no ork 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 MA, RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO O TAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING Y UR NOTICE OF COMMENCEMENT." Notice to Applicant: Asa condition to the issuance of a building permit with an est' ated aloe exceedin $2500, the applicant must promise in good faith that a copy of the notice of commencement and constructs lien d brochure w be'delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded otice of ommenceme ust a posted at the job site for the first inspection which occurs seven (7) days after the building perml is issu In the abs a of uch posted notice, the inspection will not be approved and a reinspection fee will be charged • (�.1i4 y Signature S' atur Owner or Agent Contractor ' The foregoing instrument was acknowledged before me this 2 d e foregoing ins- ent was acknowled ed before me this L o day of ,20 &-r,by CD�/P o� �1/r�4i _ day of Me20 dS'by �r� who is personally known to me or who has produced who is personally known to me or who h s produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUB -rim INTARY PUBLIC: lmw-51 Sign: 1000010340 Sign: �M' Print: Print: tGlmtda Alen.t+ ASen. ........... M Commission Ex ices: {. •• ' """"' My p My Commission Expires: APPLICATION APPROVED BY• i/ ruf-to go-'s Plans Examiner Engineer Zoning chc 05/13/03 �. --- a Miami Shores Village N 10050 N.E.2nd Avenue - .� .�nf ,. 1 ,,,fit tx $� 4{ �:::: .a?y..ii:R:::•• ........•:::: ::>:::::: ::::` •:<:2 : :::i• isj::i:�iij%:�::i::::i::t::::i::; 3./.RV. �.'•.i9A' -.��IRii�ii...... t e i s Miami Shores FL 33138-0000 E Z . � . Phone:•J, n 305 795 2204 $4 ) '• �. o n rs , -.- .- Ex iration: 02111/2009 Project Address...................................... Parcel Number.... Applicant ...�.......... ........................................................................................... 1200 103 1132060340290 Miami Shores Village, FL Block: Lot: GARY GENTILE . ....•:S•::'..ntn>i5:::::a%•r,:ifi:.'fir:::?:°w'2•:.e<:::::::::.:..., ...y;.,-.rJ.•.JJ:..,vJ.-..-J.,•.-.,•:.::::J....,,•JJ ....... .s.'.n....J.,.:3.'•:::.:<::fi::i;:R::::`:`JAS,`2'r;....J:......•.•.�°�„�•-y':y:.'::..vJ.'.,;:.,,vr_,.?J•.v::::•.«„vay::;:r;;;::::::❖:•xsaaaa::atxaa:•ta't:•:a>ar.,.•2>aa:a,•r.>:.o:,;�.:•x•::.>-:::J.:•..:•a: 4?!Pigg[.IQf.Q[fnatiQg..........................................................Address..................................................................................Phone...................................................Cell.............................. GARY GENTILE 1200 NE 103 Street 305-754-6024 MIAMI SHORES FL 33138-2002 .................,..,....:..., .....s,...,.....:..,,,,•.. ,Je'e .�rss::;�� s .,,..:....� �e s •:as:.,.,.,• ,;..•.....,;,•:::.•..•.:......J::J::::....:•...,,.:::..J:•x:•:•a:•a:::..�:• ...................................................................................... Contractor(s) Phone Cell Phone ; Valuation: $5,000.00 GLC3INC (305)234-3460 (786)229-9728 Total Sq Feet: 0 Approved:In Review Available inspections: Comments: Inspection Type: Ype Date Approved::In Review Drywall Screw Date Denied: Framing Type of Construction:BATHROOM RENOVATION AND Occupancy: Final Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Certificate Status: Certificate Date: Additional Info: Bond Return: Classification:Residential Fees Due Amount Total Amt Paid Amt Due CCF $3.10 :............................. Education Surcharge $1.00 $0.00 $0.00 $ 0.00 Notary Fee $5.00 .,,..........,.,,.,,....:.... Permit Fee-Additions/Alterations $225.00 Payment Type Scanning Fee $6.00 Technology Fee $5.63 Total: $245.63 7P 12 PAID NOTICE:In additibA td the rtqulrernents-of this permit,there may be additional Ci0U11 Copy restrictions applicable to this property that may be found in the public records of County py this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS,STATE AGENCIES,OR FEDERAL AGENCIES. Friday,August 15,2008 3 :4:.::aiaiaii::i�::::::::::::i:::::•i::i::::::i::::::i:::::::::::::::::•i:-::::::::ii::::::::i::::::::i::::::iY�::i:�:i:�::::i:•i:• r ,�t� ::::::i::::. :-iii:'r;.:':-::::::i::::::i::i::::::::iijiii:�i::::iii:::':::::::::::'::::: i::;:: i''':iiiiii`:'i:::::::::>::i:::::::ii'''':i:':'i: iri:::: ::ii •;:•�,�� -> a Miami Shores Village :iii;:....:•::::;:i•::::....i•:::::>•....:>:: ::.;::i:::...:. ��'.t ::�''. . >:� 4'I ? � �: i�l�#��:::»:::: ..............:::::::: 10050 N. . E 2nd Avenue • � �F.FIIJF� •��•��• �••••••' • 1 6 MMS >t .�v ff lams M' Sho •i - res FL 33138-0000 1 s _Vll Ff Phone. (305)795-2204 :. '��•.,. s. ✓1 .::::.:.i:.i:.i:.;:.;:.;:.ii:.i:•i:-:;.i:.i:.i:.i:.i:.:;.a:-i•::.�:::::::::::::::::::.:::.:::.::::::::::.,::.::::::.::.:::::::::::::::::::::::':::::::::::::::::::::.:::::::::::::::::::::.::::: tFi r Expiration: 021 1112009 009 Project Address... ....................................... Parcel Number Applicant ......_ ......... .......................................................................................................... 1200 103 1132060340290 GARY GENTILE Miami Shores Village, FL Block: Lot: i.;,ffffs::2:::::fitfi:::fir,•r,•r,•r,.::a::::tfiaaaaaa.a....•':... ::✓:...•.-..- ✓.•:.✓..•✓✓. •✓✓au:aa.,a,,.�,...,,•:.•:.•.:.✓ ••.,•.... .,.,•:... .o..•-:.••.-..•..,•......... ..... ........ .... ....... .... ................... ....... .......:32,.........ted.,,......•✓:a.�✓.£f,......,..,......a.,,.....,c...,.;e:✓'»®"�.^..2✓s.•.,...✓R•°�°r✓-:✓✓..✓,.,r.e�..✓.��... ✓ra•✓✓a✓a•✓ e„c✓• ....4PN!!g[.l[If.RIR1l4t1..........................................................Address..................................................................................Phone...................................................CeII....... GARY GENTILE 1200 NE 103 Street 305-754-6024 MIAMI SHORES FL 33138-2002 ...✓i'x:....,,.. .:,..»,s.1.,v5.,:.;.✓.•.s`e�iY�,✓B.S•f�uti.: ,?•awe':.;..:.:.. °.:,;,::.:<:,.u..d,:�9} x ✓✓,.✓.✓u...,✓,.. ,,,,,.,.. . <:::::•};::::•::.:::. :.:x:.,,.......:...:., ................................................................................. Contractor(s) Phone Cell Phone $ 1,000.00 OUTLOOK INTERNATIONAL (305)374-1005 (305)379-4712 : Valuation: Total Sq Feet: 0 Type of Work: Available Inspections: Additional Info: Inspection Type: Classification:Residential Final Underground Rough Fees Due Amount Total Amt Paid Amt Due CCF $0.60 :............................. Education Surcharge $0.20 $0.00 $0.00 $ 0.00 Permit Fee-Additionswterations $160.00 >: Scanning Fee $3.00 Payment Type: ✓zv ,,,,.:,,...:::x.f Technology Fee $4.00 Total: $167.80 In consideration of the issuance to me of this permit,I agree to perform the work covered hereunder i . mp w�hli nce� and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper a cities f Shores Village. In accepting this permit I assume responsibility for all work done by either myself,my agent,servants,or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. MIAMI SHO �� OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance PRUable laws r ulating construction and zoning . Futhermore,I authorize the above -named contractor to do the work stated . August 15, 2008 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy Friday,August 15,2008 1 • , Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 BUILDING RECEIVED Permit No. PERMIT APPLICATIO AUG 1 Master Permit No. FBC 2004 --- --- Permit Type: . Electrical Owner's Name(Fee Simple Titleholder).Sf1f VA1 Ri 45,e5- 'GV7&- ,c Phone#�- ����� Owner's Address / ,o 4f-7 A City/ /,6�W c9YAM46;� State /'=� Zip Tenant/Lessee Name i Phone# E-MAIL:G'LC®iti�s�?yC/�®/L����zLS�C� Job Address(where the work is being done) /02-00 5, City Miami Shores Villaee County Miami-Dade Zip 3,313$' FOLIO/PARCEL# // -,52-3 �X OaZ.5;� /yj5, 's 8- Is Building Historically Designated YES NO /z/ -3 0 �,e &/- Contractor's /Contractor's Company Name elz Phone# �S Contractor's Address JFAQ �66� �v �� City,014/12%n/ State_ Zip 031.9M•- Qualifier Name 112&` , Phone# C Z:2--l— 7A46 aZ24F-90=2 ' State Certificate or Registrati n No.E44 ( ��� Certificate of Competency No. ®,5 E OUCH E-MAIL:/Q R16, S14 C .-Ln am Architect/Engineer's Name(if applicable) Aj� Phone# �. `�� Value of Work For this Permit$�� ®� r' Square/Linear Footage Of Work: Type of Work: '❑Addition ❑Alteration ❑New ❑ Repair/Rep lace ❑ Demolitio p w Describe Work• Submittal Fee$ Permit Fee$ tF� CO/CC VOW— Notary$ Training/Education Fee$ 0-71W Technology Fee$. ,Gb �— Scanning$_M2 v Radon$ 2W8 Zoning$ Bond$ Code Enforcement$ Double Fee$ *. -. e�p?v0� ®pI1 i Structural Review.$ s n �`ti; r;�(`fatal l eNow e$ I L1.V 64C See Reverse side-� Bonding Company's Name(if applicable) Bonding Company's Address ' Ya, i, 'fir ' State Zi e.,y d E Mortgage Lender's Name(if applicable) r; Mortgage Lender's Address p City State �' °`` Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 ` Owner or Agent C ctor The fore in instrument�jwas owledged re me this]-7/' instrument was acknowledged before me this day of 20 U6,by /L/ S e day of Z . 20 ,by �t who is rsona y knotAq me or who has produced --who is personally known to m�e or who has produced dentification and who did take an oath. as identification and who did take an oath. NOTARY BLIC: NOTARY P LIC: Sign: Sign: IQ &1& Print: e Print: , —riot RUMMY My Commission Expires: �yUMM p p My Co plya�jn �xsute OF30_2009 dr+Y4a ets48r e4ueY droY&udriroY oY de tYxus4 ' Y W. � � �tIID.� GT fix'' sY 4r or 4r t&ir 9r4rwu4r 4rxrr 4rdt de etx9ro4 rt lr rc drx aYirxu •drdnr&9r4a4 s �! ,t eased nnuao�auti0ou, Bordsd thru Pub t�c ug, rb — APPLICATION APPR0I6 BYCPlans Examiner Engineer Zoning (Revised 02/08/06) ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM.IF A MASTER PERMIT HAS BEEN OBTAINED,THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. PLEASE CIRCLE 0 DISCIPLINE APPLIED FOR: PERMIT# PLUMBING ELECTRICAL MECHANICAL ITEM UNIT FEE IT UNIT FEE ITEM UNIT FEE BATH TUB SWITCH OUTLETS SPACE HEATERS DISHWASHER LIGHT OUTLETS CENTRAL HEATING DISPOSALRECEPTACLES A/C (WIND) FLOOR DRAIN SERVICE TEMPORARY A/C(CENTRAL) GREASE TRAP SERVICE SIZE IN AMPS DUCT WORK INTERCEPTOR SERVICE REPAIR/METER CHANGE REFRIGERATION LAVATORY APPLIANCE OUTLETS PROCESS AND PRESS PIPING LAUNDRY TRAY RANGE TOP UNDERGROUND TANKS CLOTHES WASHER OVEN ABOVE GROUND TANKS SHOWER WATER HEATER U.F.PRESSURE VESSE-Ed LS SINK.POT/3 COMP. MOTORS 0-1 HP STEAM BOILERS SINK,RESIDENCE. MOTORS OVER 1-3 HP HOT WATER BOILERS SINK,SLOP. T.MOTORS OVER 3-5 HP MECHANICAL VENTILATION TEMPORARY WATER'CLOSET MOTORS OVER 5-8 HP TRANSPORTING ASSEMBLIES URINAL MOTORS OVER B-10 HP ELEVATORS/ESCALATORS WATER CLOSET MOTORS OVER 10-25 HP FIRE SPRINKLER SYSTEMS INDIRECT WASTES MOTORS OVER 25-100 HP COOLING TOWERS WATER SUPPLY TO: MOTORS OVER 100 HP VIOLATION A/C UNIT A/C WINDOW REINSPECTION FIRE SPRINKLER AIR CONDITIONERS HEATER-NEW INST. STRIP HEATER HEATER-REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER-WELL GENERATORS TRANSFORMERS SWIMMING POOL GENERATORS TRANSFORMERS WATER SERVICE SPECIAL PURPOSE. SEWER CONNECTIONS OUTLETS COMMERCIAL UTILITY-SEWER SIGN TUBES UTILITY-WATER SIGN TRANSFORMERS SEPTIC TANK SIGN TIME CLOCK RELAY FIXTURES FAINFIEL.D,4-TILEIRES. ANTENNA PUMP&ABANDON SEPTIC TANK TELEVISION OUTLETS SOAKAGE PIT CU.FT. VIOLATION CATCH BASIN REINSPECTION DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET(GAS) GAS PIPLNG 4 � _U94Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL `�`•_;k � Phone: (305)795-2204 Fax: (305)756-8972 -------------------------------- ><: Inspection Date:January 08, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Final Owner: GENTILE,GARY Work Classification: Alteration Job Address: 1200 NE 103 Street NE Miami Shores Village, FL Qot Phon Number 305-754-6024 Parcel Number 1132060340290 Project: <NONE> Contractor: GLC3 INC Phone: (305)234-3460 Building Department Comments SAN 14 ENT's Inspector Comments Passed XZ [;� 4, S I - 14n Failed • Correction - Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. Wednesday,January 7, 2009 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,F tO Phone: (305)795-2204 Fax:(305)756-897 Inspection Date: December 10,2008 Permit Type: Plumbing - Residential Inspector: Levrock,James Inspection Type: Final Owner: GENTILE,GARY Work Classification: Addition/Alteration Job Address: 1200103 Street NE Miami Shores Village, FL Phone Number 305-754-6024 Parcel Number 1132060340290 Project: <NONE> Block: Lot: Contractor: AM SOUTH PLUMBING INC Building Department Comments In or mments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. Wednesday, December 10,2008 Page 1 of 1 Inspection Worksheet Miami Shores Village � 1.t 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax:(305)756-8972 P<0*4,al Inspection Date: December 10,2008 Permit Type: Electrical - Residential Inspector: Inspector,Default Inspection Type: Final Owner: GENTILE,GARY Work Classification: Addition/Alteration Job Address: 1200103 Miami Shores Village,FL bLwmnolPhone Number 305-754-6024 Parcel Number 1132060340290 Project: <NONE> Block: Lot: Contractor: OUTLOOK INTERNATIONAL Phone: (305)3744005 Building Department Comments Inspector Comments Passed [��r Failed El Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. Tuesday,December 9,2008 Page 1 of 1 t- Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL j?C f4V* Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: December 10,2008 Permit Type: Plumbing - Residential Inspector: Levrock,James Inspection Type: Final Owner: GENTILE,GARY Work Classification: Addition/Alteration Job Address: 1200103 Miami Shores Village,FL Phone Number 305-754-6024 Parcel Number 1132060340290 Project: <NONE> Block: Lot: Contractor: AM SOUTH PLUMBING INC Building Department Comments ®E 12 2000 1 Comments Passed r' Failed Correction ❑ Needed Re-inspection a Fee No Additional Inspections can be scheduled until re-inspection fee is paid. Tuesday, December 9,2008 Page 1 of 1 Inspection Worksheet ;tttl �� Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 10#11r12-008 0141or Permit Type: Residential Construction Inspector: Bruhn, Norman W16M Inspection Type: Drywall Screw Owner: GENTILE,GARY Work Classification: Alteration Job Address: 1200103 Street NE Miami Shores Village, FL Phone Number 305-754-6024 Parcel Number 1132060340290 Project: <NONE> Block: Lot: Contractor: GLC3 INC Phone: (305)234-3460 Buildina De artment Comments RENOVATION OF EXISTING BATHROOM APROX170 SQ FT. AND WALK IN CLOSET Inspector Comments Passed ;'; LA- 6 a Failed El— Correction Needed ❑ Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Thursday,October 9,2008 Page 1 of 2 - �@ $f\ Inspection Worksheet Miami Shores Village u. 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ........:::...:::....:...... Inspection Date: 10/09/2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Insulation Owner: GENTILE,GARY Work Classification: Alteration Job Address: 1200 103 Street NE Miami Shores Village, FL Phone Number 305-754-6024 Project: <NONE> Parcel Number 1132060340290 Block: Lot: Contractor: GLC3 INC Phone: (305)234-3460 Building Department Comments RENOVATION OF EXISTING BATHROOM APROX170 SQ FT. AND WALK IN CLOSET Inspector Comments Passed Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Wednesday, October 8, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL Phone: (305)795-2204 Fax: (305)756-8972 ...:....:::..::::...... Inspection Date: 10/08/2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Insulation Owner: GENTILE,GARY Work Classification: Alteration Job Address: 1200 103 Street NE Miami Shores Village, FL Phone Number 305-754-6024 Parcel Number 1132060340290 Project: <NONE> Block: Lot: Contractor: GLC3 INC Phone: (305)234-3460 Building Department Comments RENOVATION OF EXISTING BATHROOM APROX170 SO FT. AND WALK IN CLOSET Inspector Comments Passed Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Tuesday, October 7,2008 Page 2 of 2 y ~` ' PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address U b0 A1,C 3 S` TaxFdlio r 50? 0 (P 'O 3 - OZ-70 Desmptim Historically Designated: Yes No ,� Ownet/iAssee/Tenant Z E 0yt e6 7- A w �t E L L Master Permit# -1 IS`, tVL owner's Address /02 o o Ne- 1'03 S'T- /lilt +,uy 90o 2E'-c Phone 7 se'Y-10 a Cantr�ting Co. ben 1)U nQ:F__(1n Address L4 i t m i sinb reel Q rimer PJ Lr b be-hu, ✓ SSI - �e -off G f Z-; statet) r 3 0 (� Municipal# D cry# ArchitectlEngineer Address BonftCompany MCOWAddress Permft Type(clmie one): BUMDING CTWCAL PLUMBING MECHANIC ROOFING FENCE SIGN WORK DESCRIPTIONMrs 1 -re,4-r to 1 0-fir'Ie C0/0 1r6& ,s,6 �} Square Ft, 66 Estimated Cost(value) �V J,6 6 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMWIENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR BIPROVEMENTS TO YOUR PROPERTY(F YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMIVINNCEMENT.) 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 acauate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore,I authorize the above-named to do the work stated A V Signature of owner and/or Condo President Date gnature of Contractor or Owner-Builder Date Notary as to Owner and/or Condo Presi Date 14bto Contrac&or Owner-Bffdg Date My Commission Expires:®4APAO� PATHERiN€A.DUFFIN My CATHERINE A.DUM14 c,ConAMMSJON#CC6236" Aft if EXPIRES FEB 23,=1 EXP110 F86 23,201 ° ecnm*2&" ,aye vx4mmouam s _ FEES: PERMIT 141 _RADON ` 4 C.C.F. I�o NOTARY BOND TOTAL DUE APPROVED: Toning Electrical Mechanical Plumb Engineering, _ r PLANNING, BUILDING B ZONING DEPARTMENT WXICE OF CdMENCQW PERMIT NO. FOLIO NO. O��a 3 ( —02- STATE OF FLORIDA ) COUNTY OF DADE ) 97R26-992-7 IV97 JUN 17 13.29 THE UNDERSIGNED hereby gives notice that i�rovements wil be made to the real property located at —La0 0 1�l E /03 S Mi n7f a/ZCS [— in the City of- Miami, Florida, and in, accordance with Chapter 713 of Florida'Statutes, the following information is provided: Legal description of property: Lot(s) Block of General description of improvements e Y o fj(llq Owner/Title Holder's name Lr V)l (' C /0 1� and address, if— different from job address C Contractor's name eno, S Iu and address Pd HC D Surety's now and address Bond Number Expiration date Lender's name and address Person within the State •of lorida, designated by Owner to receive service of notices or other documents as provided by tion 713.13(1)(a)7 of Florida Statutes: Name address Person, in addition to owner, designated to receive a copy of Lienor's Notice as provided in Section 713.130)(b) of Florida Statutes: Nave address Unless a different date is specified, the expiration date of this Notice of Commencem a one (1) year from date of recording. 1< c �ER�v[ce � i�ow�c,L (Print Owner's name) Signature of Y''t Sworn to and subscribed • �' •i�d da of o� �,1� y � t1 06236 G �ss�cs d O COh93�h71 tV ,/-,z z EXp�RES FEB 23.2001 My commi ss ion expires:res:`,- ��� WNQED THROUGH P I� ® g� aoiNtd+ r otary Public Afli� �. � 1 �.Q'00TAV � y of the atp V 1 JSP Is a f° do PBZ 1• �r� � �G c �7 pr. S tT� CIV1FV as p 19 /2/91 is / f/pA t! � fcial Soo -10 L oma ,nd ndc W TNE`S a►r h dC�.ERY. I Celt r ay - U N U'UHM HOOFING PERMIT APPLICATION =' PROCESS No. .yam .� (OV i Contractor's Siam Job Address: ROOF* Ry :J (Low Application) ❑ (Nail-Oa Tile •. ..0. ; ortar-Adhesive Set Tile) Q (Asphalt/Fiberglass Shingles) ❑ (metal.ROOS\Wp d Shingles&Shakes) ' ❑ .(Other) I ❑ New Roof V06-rooring ❑ Recoveri g ❑'Repair ❑ Maintenance &Kt Flat Roof Area(R=) Sloped Roof "fta(fe) Tont(R'� Master Pettnft No. Exposure category(per ASCE 7-88):C,— Building,Classiiication category(per ASCE 7-88 table 1):, ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) • M ' 7FL ROOF PLAN 1----------- --------------------- ------- J - -- ---------►;--- --- Decktype: - i ' - ... -t�� ' r-------- ---------- , 6 ATTACANfisYT Fastener Type:. 1A, , S FA CIN Field: Perimeter: - - ' - - ' --------------- - ------—------ ' IComer: •---------- - ' •------------------- ' . ' • --------------------- DETAIL 1 .k = • - - - - - -- ---- - ------- - - - - . - - - - - - ---- -- - - - - - -- ---- - ------ - - - - - ---- - -- ----------- - --- - ------ - - - - - Page-1 UNIFORMROOFING'POmr APPLICATION PROCESS No. SLOPED 4"YS'TEMDE�S'CRlI'TION Deck ot) 1 Ic - c) Y , Fastener type&SRRM " Q CAp shat i} tr Roof covering -) rJ` FoorsLorz o N .ir Drip edg I,= ATTAC NFNTS REQ LnMD 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance-Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applikable Detail Drawings 31 Municipal Permit Appiicstion 4) Other Component Approvals D E T A I L 3 TILE CALCULATIONS���_ �� � (Pmczrl: i x;.(Aerodynamic MWdpiier): }- Mt: —KI: �4 PCA: (Pmar2: d •Y� X I(Aa�odynamic MWtipli r): 9 - Mr e�•- �'M,Z: PCA:-q4--00t6 (Pmar3:I 'A x I(A.aodr,,Wc MWaplia): r )- Me: -M,3: 1 PCA: -®®.)Id i I Page-? 11✓03✓95 10:34 N0.750 P001 METROPOLITAN DADE COUNTY, FLORIDA Nt>zTROpAM iu MO-RADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE H METRO-DADE FLAGLER BUILDING 14o WEESf' FLAGLER STREET MIAMI, FLORIDA 3:3130.1563 (305) 3752901 PRODUCT CONTROL..NOTICE OF ACCEPTANCE ' FAX(306) 375.2908 rati0ll PRODUCT CONTROL SECTION Lifetile Corpo (305)3752902 200 Story Road FAX P%)372.6339 Lake Wales FL 33859-0632 Your application for Product Approval of: 1Vail On Mortar or Adhesive Capri Tile the use of Alternate Materials and under Chapter 8 of the Metropolitan Dade County Code governing specifications and calculations as submitted by: Types of Construction,and completely sc En Engineering-,,In,and Atlanta Testing& Redland Technologies, The Center fo Applied Engineering the Bu* has been recommended for acceptance by g Code Compliance office to be used in Dade County,oun Florida under the specific conditions set forth on pages 2 et.seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below.The f3ffc ° ufae Compliance c ure s plant far PP reserves the right to secure this product or material at anytime from a jo sl the Code quality control testing. If this product or material fails to perform h theacpar ed manner, n[er,the Code "1'lie Compliance office may revoke, modify,or suspend the u P applicant shall re-evaluate this product or material should any ammendments to the pff'ce bredreserB the uilding Building Code be enacted affecting this product or material. The blithe Building Code Cmpliance Office that this the right to revolve this approval, if it is de te Y product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:`5-03i604 {Revises No.: 94-09x #.23) . r. � 4aulWiguez Expires-.06/14/98 - Product Control Supervisor THIS IS THE COVERSHEET,SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDI'f IONS BUILDING CODE COMMITTEE County This application for Product Approval has been reviewed by the Metropolitan Daae be used in Dade ing Code Compliance Department and approved by the Building Code Committee County, Florida under the conditions set forth above, anmer, Director Building Code Compli ''� Metronolitan Dade Cc ---------------------------------------------------------------------------------------------------------- ,11>'03.95 10:34 N0.790 P002 PRODUCT CO`'TROL•NOTICE OF A►GCEPTANCE ROOFING SYSTEM APPROVAL Lifetile Product Control No.: ,.. 23-03_16.04 200 Story Road _ JUN 1 4 1995 Lake Wales, FL 33859 Approval Date: p Expiration Date: JUN 1 4 1990 a t , Prepared Roofing Su a t Q Tile Tya: . Nail-on/Mortar Set/Adhesive Set S Concrete �Xgcm p crintion Lifetile is a member of the Boral Group and is a national producer of extruded concrete tile in California, Texas and Florida. Lifetile manufacturers concrete roof tile for nail-on, mortar set and t adhesive set applications. All the is extruded under high pressure in individual molds with the exposed rile surface finished with a eementitious material colored with synthetic oxide additives. All the is 'cured' prior to shipping to achieve maximum strength. r u t V I i I tile' 't rile f I . Refer r ioap��priate Product Contro[ Approvals-DOE ether file ro - Lifetile sells tile systems through local, wholesale distribution. All profiles have matching trim pieces used for rake hip, ridge hip, and valley terminations. Tile system accessories such as ventilation systems. flashing systems and birdstops are also available. These acccssories arc manufactured for all a part of this Product Control Approval. profiles and form Lifctile's "CapriT"'' Tile" roof tile has been tested in compliance with the South Florida Building Code requirements for concrete, nail-on, mortar set and adhesive set tilt applications.'�The minimum iTm Tile" nail-on, mortar set or adhesive set tiles shall be _ .1. . See the roof slope for Lifetile's "Capr "Profile Drawing" section in this approval for the "Capri~ Tile's profile drawing. The Lifciile "Capri"' for both wind characteristics and Stade uplift performance, therefore. Tile" rile profile has been tested any consideration for installation shall be done as a 'hrlontent Based Svstcm'. Data for attachment calculations is noted in Tables 1 through 4 of this approval. Contact: Dave Faulkner Technical Services Manager 200 Story Road P.O. Box 632 Lake Wales,FL X3839--632 (813)676-9405 r --------=------------------------------------------------------------------------------------------------- 11:03/95 10:35 NO.790 P003 product Control No.: q1-0;16.94 -- JI "RADE NAMES OF PRO'DUCT'S MANUFACTURED OR LABELED BY APPLICANT Test Product ro pimeasiM S c t,ions De Vd,P� Capri'Tile I= 17" PA 113 Low profile,interlocking,hi.*h w= 13'/a" pressure extruded concrete roof the %Z"thick equipped with two nail holes and double roller ribs. For direct deck or battened nail-on.mortar or adhesive set applications. Trim pieces !=varies PA 112 Accessory trim.concrete roof pieces s varies for use at hips.rakes.ridges and valley w varying tones s terminations. Manufactured for each file profile. { 117 /ZL�,n I i 1 3 I ---------------------------------------------------------------------------------------------------------- ' fll/03/95 10'35 N0.790 P004 Product Control No.: 95-Q316.04 J. TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Test Product Rrnodugt Dimensions Sowfications Des ri tta lore Manufacturer #30 Felt NIA ASTM D 276 Saturated organic felt generic type If to be used as a nailed anchor sheet. 043 Coated Base NIA ASTM D 2626 Sawrated and coated generic Sheet organic base sheet for single or double ply underlayment. Mineral Surface Cap N/A ASTM D 249 Mineral surfaced generic Sheet asphalt roll roofing for use as a top ply in a double ply underlaysnent system. Lenzingtex-ZB 140 59"x 164'roll PA 104 Single ply,nail-on Lenzing Undedayment 22 lbs/roll underlayment. Performance, Inc. .. PCA #94-0527.03 Rainproof 11 30"x 75' roll PA 104 Single ply,nail-on Protect-O-Wrap. Inc. 36"x 75'roti underlayment with 2" PCA 1#94-0714.01 ' or self-adhering top 60"x 75'roll edge. Ice and Water Shield 36"x 75'roll PA 103 Self-adhering W.R. Grace Co. underlaynient for use PCA 1#92-1116.01 as a top ply in a two ply underlayment system with approved N'0 for 9i3 as the base layer. Mopping Asphalt N/A ASTM D"12 Asphalt for bonding a generic type III or IV mineral surface cap to a meth.attached base 1 sheet in a double ply underlayrnent system. Flashing Cement N/A ASTM D 4586 Cut back.asphalt generic based,asbestos free. Fiber reinforced. trowel grade cement for repair and flashing applications. 11/03/95 10:35 h10.790 P00b .�. c Product Control No.: 95-0316.04 'Test Product Produ Dimensip,lis SoLdfica_tions Ocscrintion Manufacturer Asphalt Primer N/A ASTM D 41 Cut back.asphalt Generic based coatinc,used to facilitate bonding of dissimilar materials. Roofing Nails min. 12 ga.with PA 114 Annular ring shank generic 'J,"head Appendix E hot dipped,electro or mechanically;alv. 1 roofing nails for use in undertayment attachment. Tin Caps rain.32 ga. PA 114 Corrosion resistant generic i min. IIf%"o.d. Appendix£ circular disc for use in max.2"o.d. underlayment attachment t Wood Preservers Salt pressure treated generic Wood Battens v i a min. 1"x 4" institute LP-2 or decay resistant �. I pori lumber battens 1 min. 1"x 4"for use with vertical battens or min. 1"x 2" for use alone t Tilt:Nails min. 8d x 3'h"or PA 114 Corrosion resistant, hencric� . min. 10d x 3" Appendix E screw or smooth shank nails. ' Tile Screws 98 x 2'4"long PA 114 Corrosion resistant, generic 0,335"head dia. Appendix E coated,square drive, 0.131"shank dia. galvanized.coarse ' 0.175"screw thread thicad wood screws diameter Root Tile Mortar NIA PA 123 Prepared mortar mix Bermuda Roof i designed for mortar Company.Inc. {"TilrTitcT""} set roof tilt PCA #94-0614.01 j I applications. Roof Tile Mortar NIA PA 123 Prepared mortar mix Quikrete Constructio {"t7ui�rete43�Roof designed for mortar Products Tile Mortar#1140*) set roof tue PCA #94-0808.01 applications, 5 --------- --------------- --------------------------------------- N0.•790 P006 ' 11!/03'95 10:35 Product Control No.: product Test ..yAsre�rcr ' �neciii�,ctttiM ��� P t Uimeps M W,R, Bonsai Co. N/A PA 133 Prepared mortar mix PCA #94-0638.03 Roof Tile Mortar designed'for mortar ( '•BONSAL®Roof set roof the S Tile Mortar Mix") applications. i i See PCA Two component Polyfoam Products, NIA adhesive Inc. RoofTile Adhesive polyurethane adh _ 01.01 Roo " •Ye PCA fi94 04 (»potypf�AHl60 } designed for adhesive set roof tile applications. generic CAM PA 114 Corrosion resistant a Hurricane Clip L min.y="width Appendix E bronze,aluminum, stainless steel, Fasteners min.0.060"thick galvanized steel or plastic attachment CISL�n clips for supplemental min.8d x 1'A" the attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. min.26 a. ASTM A•525 Galvanized steel �CnCf1C `�ailcy Flashinu ' g valley flashing " min. 16"width min.26 Sa. � PA III Galvanized steel drip cnefic a � Drip Edge rnin.?" face flange edge min.3"deck flange I i ------------------------------------------------------------- 1y1•'0. :'95 10:36 NO.790 P007 Product Control No.: 95'03 t6.04 TEsT•REPOR-rs Test_ ,�enry Tes entifter Test Nttme/Repgrt D= f Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) It i The Center for Applied 94-060B Static Uplift Testing March, 1994 Enigneering, Inc. PA 101 (Adhesive Set) The Center for Applied 25-7094-1 Static Uplift Testing Oct. 1994 Engineering., Inc. PA 102 (4"Headlap,Nails,Direct Deck,513"plywood) "r The Center for Applied 25-7094-7 Static Uplift Testing Oct. 1994 Engineerin- Inc. PA 103 • ' (4•' Headlap.Nails,Battens) The Center for Applied 23-70944 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap,Nails. Direct Deck, 15/32"plywood) The Center for Applied - - pP _3 7133 1 Static Uplift Testing Feb. 1995 � Ene ineering, Inc. PA 103 (2 Quik-Drive Screws.Direct Deck) The Center for Applied 25-7133-2 Static Uplift Toting Fcb. 1995 Engineering. Inc. PA 102 (2 Quik-Drive Scrcws. 4 Battens) The Center for Applied 23-7214-2 Static Uplilt Testing March, 1995 En-vinecrin„Inc. PA 103 0 Quik-Drive Screw,Direct Dcck) r i 7 ! r - - - ---------------------------------------------------------- , i1:'O3.'95 10: 6 NO.790 POO? Product Control No.: 95-0316.04 TEST REPORTS Test-- g Tea entifter TcaLNatnelRe r_c r Redland Technologies 7161-03 Static Uplift Testin.- Dec. 1991 Appendix III PA 102 Redland Technologies 7161-03 Static Uplift Testing Dec. 199I Appendix III PA 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) The Center for Applied 94-060B Static Uplift Testing March, 1994 Enigneering, Inc. PA 101 (Adhesive Set) The Center for Applied 25-7094-1 Static Uplift Testing Oct. 1994 EngineerinO, Inc. PA 102 (4"Headlap,Nails,Direct Deck,518"plywood) The Center for Applied 25-7094-7 Static Uplift Testing Oct. 1994 Engineerin;, inc. PA 102 • ' (4" Headlap.Nails,Battens) The Center for Applied 25-7094-4 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" 1•leadlap, Nails.Direct Deck. 15132"plywood) The for Applied 2-_ Center r A li t � 71 S3-1 Static Uplift Testing Feb. 1995 f Engineering, Inc- PA 102 (2 Quik-Drive Screws.Direct Deck) The Center for Applied 25-7183-2 Static Uplift Testing Feb- 1993 Engineering,Inc. PA 102 (2 Quik-Drive Screws. } Battens) s The Center for Applied 25-7214-2 Static Uplill Testing March, 1995 Engineering, Inc. PA 102 (i Quik-Drive Screw. Direct Deck) t i I 7 ! 11/03/95 95 10:36 N0.?98 P008 Product Control No.: 95-0316.04_ ' ._ Test-An= Test identifier Test NameMeFJ0]3 X158 The Center for Applied 25-7314-6 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (I Quik-Drive Screw, Battens) Rediand Technologies _ 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 PA 108 (Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies P0403 Withdrawal Resistance Sept. 1993 Testing of smooth vs.screw shank nails The Center for Applied Project No.307035 Wind Driven Rain Oct. 1994 Engineering. Inc. Test#MDC-76 PA 100 Atlanta Testing& R1.894 Physical Properties Aug. 1994 Engineering R7_894 PA 112 R3.894 ------------------------------------------------------------------------------------------=------------- 11'03."95 10:37 N0.790 P012 • �JiZ��.S Product Control No.: _ 95-0316=04_ JYSTELms (COtYnNUED) Deck Type: Wood,Non-insulated - Deck Description: New construction 'x/32"or greater plywood or wood plank. SYSTEM D.- Mortar or Adhesive Set Application Slope Range: 2":12"to 7":12" Note: System D is only acceptable in this slope range. For slopes in excess of 7":12", refer to System C. Underlayrnent: Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation#5.) Roofing Tile: install the in compliance with Dade County Application Standard PA 120. (See"Data for Attachment Calculations" included in this Approval.) Comments: 1. For re-roof applications, "/,_" plywood is an acceptable substrate. 11. 03:95 10:37 NO.750 P013 Product Control No.: 93-011-6-0 SYsTEtif LirtaAnoin 1: The standard minimum roof pitch for Lifetile's "CapriTM Tile", low profile tile shall comply with Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. 2. For nail-on applications, faiteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System insmilation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. The Lifetile "Caprin Tile" file profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a 'Moment Based System'. 4. For mortar or adhesive set file applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106,shall be performed. 5. For mortar set the applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer`s name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a Copy of Lifetile's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. S. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the Sputh Florida Building Code and related protocols. Samples taken shall be in compliance with Dade County Protocol PA 111,Appendix A. r 9. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida duildina Code. 1 s 1 r 13 ,,. 111/03/95 10:.37 N0.790 P014 s Product Control No.: 95-0316_.04— DATA Four ATTACHNI;ENT CALCULATIONS Table 1: Aerodynamic Multipliers-1.(ft') from PA 108 Testing Tile X(f ) t(ft') Profile Batten Application Direct Deck Application Capri"'Tile 0.27 0.29 Table 2: Restoring Moments due to Gravity-M9(ft4bf) from PA 102 Testing Tile 3":12"• 4":12" 5":12" 6":12" 7":12"or Profile greater Battens• Direct Betters Direct Battens Direct Battens Direct Battens Direct Deck peck peck Deck beck Capri"Tice 5.92 6.80 5.82 6.69 1 5.70 6.55 5.56 1 6.39 5.41 NIA Table 3: Attachment Resistance Expressed as a Moment-M,(ft-lbf) from PA 102 and PA 102(A)Testing' Tile Tile Approved Approved Approved Approved Profile Application Nails Screws Field Clip With: Eave Clip With: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Capri-Tile Battens 4.10 7.10 22.90 49.10 24.20 34.80 22.10 32.20 Direct Deck 11.80 21.90 25.80 47,10 24.30 35.50 19.00 31.90 ' Data noted in Table 3 is for installation with a 3"ble headcap. .�% Approved screws are as noted in the Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips on eave file are not required for this attachment configuration unless th$Required Moment of Resistance exceeds the values noted above. I 14 ---------------------------- - ------------------------------------------------------------------------ ,11.'03,"85 10:38 N0.780 P015 Product Control No.: 9560316.114 R DATA FOR ATTACH vEI vT CALCULATIONS(CONTINUED) Table 3=A: Attachment Resistance Expressed as a Moment-M,(ft-lbf) from PA 102 Testing Tile Tile Two(2)10d x 3"long nails' Profile Application Capri"Tile Direct peck 67,E New Construction Direct Dedt 43.00 E RecovedRetoof (mh "!2j"p # saftem 50.90 New Consbuction ' Tile installation with a C headcap using two(2)Approved 10d x 3"long polymer coated. corrosion resistant, ring shank nails installed in manufactured holes located 2%' from the head of the tile. Clips on eave tale are not required for this attachment configuration e unless the Required Moment of Resistance exceeds the values noted above. ' Table 4: Attachment Resistance Expressed as a Moment-M,(ft-lbf) from PA 101 Testing Tile Tile Attachment Profile Application Resistance Capri'Tile Mortar Set 20.60 Adhesive Set I 11 '03/95 10:38 N0.790 P016 s Product Control No.: 95mn 6.04 I PROMLE DRANyoms f 6"-w- LIF ILE* � i • 3 C Armhcw U l &M end b 4 \ i • b 8' I � . UMVERSAL TRIM TILOS I • CATRl'TILE j 16 11/03/95 10:38 N0.790 P017 Product Control No.: PROFILE DRAWINGS (CO-niiquED) e { l I , i as^ I, I via" j I • t X34.. o.is.. I i .5 pea. � I + f APPROVED SCREW FOR Smw DATA Ir;TABLE 3 1 I 17 11. 03/545 10:39 --------------------------------------— s N0.790 P01S • 01 METFIODAOE METnOPOLITAN DADS COUNTY, FLORIDA METRO-DADS FLAGLER BUILDING WILDING CODE COMPLIANCE DEPARTMENT WITS IW3 METRO•DADE FLAMER$LIILDINO 140 WEST PtAGLER STREET MIAMI,FLORIDA 33190.1663 NOTIf-E O>+ACC_PTANrE: STANDARD CQjyDtT1QNS PC* 375.2901 FAX p05) MS-2908 1. Extensions of Acceptance may be considered after a new application has been filed and the supporting data,test reports no older than ten(10)years,have been re-evaluated. All reports of re-testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination,unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change In Code provisions shall be grounds for re-evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed,then it shall be done in its entirety. 6. Product approval drawings. where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re-scaled by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. _ lkaul Rodriguez, Product ControTSupervisor This ipproval supersedes all previous approvals. I 18 L � k Miami Shores Village l 10050 N.E.2nd Avenue r Miami Shores,FL 331384000 3 � f.: Phone: (305)795-2204 to Expiration: 09/13/200 Project Address Parcel Number Applicant 1200 NE 103 Street 1132060340290 Miami Shores Village, FL Block: Lot GARY GENTILE Owner Information Address Phone cell GARY GENTILE 1200 NE 103 Street 305-754-6024 MIAMI SHORES FL 33138-2002 Contractor(s) Phone Cell Phone Valuation: $ 500.00 OBENOUR ROOFING SHEET METAL 1305-757-2612 _.._.. Total Sq Feet: 5 Type of Work:Repair Available Inspections: Additional Info:REPAIR OF SOME TILES Inspection Type: Classification:Residential Root Repair Final Roof Fees Due Amount Total Amt Paid Amt Due CCF $0.60 Education Surcharge $0.20 $0,00 $0.00 Permit Fee-Repairs $100.00 Scanning Fee $9.00 Payment Type: Technology Fee $2.50 Total: $112.30 MAR 18 2008 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. March 17,2008 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy Monday,March 17,2008 1 Miami Shores Village 1 3 e308 Building Department - � 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 By.. Tel:(305)795.2204 Fag:(305)756.8972 BUILDING Permit No. o�" '`�1 PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type(circle): Building Electrical Plumbing Mechanical Roofing Owner's Name(Fee Simple Titleholder) "i J Phone# Owner's Address L)E: City C state .. Zip 3JJ � Tenant/Lessee Name Phone# Job Address(where the work is being done) Miami Shores Village County Miami-Dade Zip aRc1i;L Is Building Historically Designated YES T NO Contractor's Company Name LIP ee4z MC . Phone# I r Contractor's Address c�,, 30 1 06 . aim City,(, .�1,Q'10/) State Qualifier Name Phone# ?,r 7 r /2- State State Certificate or Registration N . CL Q]4 NAD Certificate of Competency No. Architect/Engineer's Name(if applicable) "�— Phone# Value of Work For this Permit Square!Linear Footage Of Work: Type of* ' Addifr!~ "JAM," []New. Rd epEl Demolition • snrtr4nx4ntrsnta�rFnrrtr4nhtrskranb4r�r4ntrt{rdntrtn+r$rh4esir4i/tnrr�nrrtrF�ste4csT�srnh9r4ritiatrs,4ra�a4nt8r&rntr4r4rirdntnirfra'rYrtr4nsr3rtn+rSnx4ntntr4nirstr9rsaYa Submittal Fee$ Permit Fee$ !f"0^� � CCF$ CO/CC Notary$ �' Tmining/Education Fee$ Q�[O Technology Fee$ 0?•S Scanning$ CD Rado _. MBR$ Zoning$ Bond$ Cod of cement$ Double Fee$ Structural Review.$ H,AP 1 7pOR Total Fee Now Due$ See Reverse side CAS &0 RES Bonding Company's Name(if applicable) ' Bonding Company's Address a City State Zip Mortgage Lenders Name(if applicable) Mortgage Lender's Address City 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certifaed copy ofithe recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be chargedwovw 4 SignatureS__,A day-��� 1 Owner or Agent Contractor' The foregoing inti went was acknowledged before me this /3 The fogoing instrument was admowledged before me this t? day of M ,24j�,by JMJq day of IfIrld,& _3210Cby who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: oe Si • C nkTE OF FLS _ sigw Print: C: Print: SANDRA D. HART • �s o.• My Commission Expires: COW- My ) My Commission a APAII. mew wr�rsk�rtYTrTrirTrsrfe�r4ir�air�ilrarYsY ��Y�r+�isirdc4esrar4iY�Qe°Mfr'r�iY�,lnaa4,tk4�rsririr�rskiraV�aaYt�rir�tes&4eaYir+Y�r�*sktrlydr,Y�r�tdr�a�r ,x4ririrTr��irte,xiY,Y&&,x�rdr�r 1A11,00o, APPLICATION APPROVED BY: Plans Examiner Engineer Zoning' (R"iwd OVOWOO 90 go 0 ROOF ASSEMBLIES AND•RA®FTOP STRU$TURES :000*:••••• • • 0000 • • •0090• ••999• • • 9999 • 0*000 • • 0•• • : • 999• SECTION 1525 " •• •• IGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPIZAtION 0 •� PERMIT '® Af O'C-I= I Florida Building Code Edition 2004 ••• '....• ••: .. •• Jami Sior2s Vi h-V Iocity Hurricane Zone Uniform Permit Application Form. ;lage Hig ••� APPROVED BY DATE INSTRUCTION PAGE ZONING DEPT BLDG DEPT LETE THE NECESSARY SECTIONS OF SUBJECT TO COMPLIANC 1 7H ALL DE,, LHE UNIFORM ROOFING PERMIT STATE AND COUNTY RULES AND REGUL ATIO"JSAP LICATION FORM AND ATTACH THE ED DOCUMENTS AS NOTED BELOW: riav` Roof System Required Sections of the Attachments Required Permit Application Form See List Below MAR 1 J ew 2308 iI Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 CITYWood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 COPATTACHMENTS REOUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. De6sign Calculations per Chapter 16,or If Applicable,RAS 127 or RAS12 , 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations(Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation FLORIDA BUILDING CODE—BUILDING 15.31 SECTION R4402.13 ••�••• HIGR VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICA71QN; .' FOR ROOFING CONSIDERATIONS 099.9' 9999 • 999:9. 9999.. 999 � �....: R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to;r�9dide thjt0Ae•r ' with the required roofing permit,and to explain to the owner the content of the section.The•pmwisions of$ectiop �����• R4402 govern the minimum requirements and standards of the industry for roofing system icy&Oalions. '..••; Additionally,the following items should be addressed as part of the agreement'between th"wa sant the . �•��:' contractor.The owner's initial in the designated space indicates that the item has been explained.• .,.. 9990.. /� / ; �•• 9999' 1. Aesthetics-Workmanship: the workmanship provisions of Section R4e2!are. for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. " Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs.are those which have no visible delineation between neighboring units(i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent Wxposed g to be performed. 4. Ceiling: Exposed;open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. S. Ponding water: The current roof system and/or deck of the building may not rain well and may cause water to pond(accumulate)in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer.Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing systi removed. Ponding conditions should be corrected. 6. Overflow scuppers(wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water.Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets) are not provided.It may be necessary to install overflow scuppers in accordance with the requirements of Sect' ns R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural ' airflow through the interior of the structure assembly(the building itself). The existing amount of attic ventilation shall not be reduced. It may be ben Y. cial to consider ditional venting which can result in extending the service life of the f. Owner/Agent's Signature Date C tractor Si tore Date ROOF ASSEMBLIES AND ROOFTOP STRUCTURES •••i•• •••••• •••• •••••• • Florida Building Code Edition 2004 •• •• ...... High-Velocity Hurricane Zone Uniform Permit Application Form. ; • • • • Section li(General Information) •• •• • Master Permit No. Process No. Contractor's Name_ Ul��NDdrL ,6j G Job Address_ /a2 0 d Al ROOF CATEGC$Y ❑ Low Slope • ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tile ❑Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE ❑ New Roof ❑ Reroofing ❑ Recovering Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) So S-& Section B (Roof Plan) Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains. Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. IAYY 15.32 FLORIDA BUILDING CODE—BUILDING - 0000 0000.' ••• 0000.. 0000.. .. .. • i`i00F ASSEMBLIES AND ROOFTOP STRUCTURES • •••••• 0000•• • 0000 • 0000•• • • 000010 • • .::990060 • 0000• • Florida Building Code Edition 2004 0. 0•• 0000., 0.go* • • •••• • •••••• High-Velocity Hurricane Zone Uniform Permit Application Form. • . • • • • 0000 0000:0 Section D S( teep Sloped Roof System) ••• •0000• • 0 • 00•• • • •• • 0 0 . • Rood S stern Ma cturer: Notice of Acceptance Number: Minimum Design Wind Pressures, H Applicable(From RAS 127 or Calculations• S- 3 o P2, js-o �- P3• �� 1: Maximum Design Pressure (From the Produc Approval Specific System): mac'' Steep Sloped Roof System De i tp ion Deck Type: Type Underlayment: RoofPlope: � 12 Insulation: Fire Barrier: P1 Ridge Ve tion? Fastener Type&Spacing: f' .4 Adhesive Type: � �/� �� Type Cap Sheet: �u Mean Roof Height: Roof Covering: Type&Size rip Edge: 1 15.34 FLORIDA BUILDING CODE—BUILDING • • • 0000 0000•• •• • 0 • • 0000•• • • • • •• 00 • ROOF ASSEMBLIES AND RVVPTOP STRUCTWES •••••• 0000• • • • • 0000•• 909004, •0000• • • 0000 • 0000• 0000•• • ••••0• 0. 0 : •••09• Florida Building Code Edition 2004 •• •• 6960•• ...... 0 High-Velocity Hurricane Zone Uniform Permit Application Form. ; • • • • • Section E (Tile Calculations) • • •0060 ••6•• 0.00•• For Moment based tile systems,choose either Method I or 2.Compare the values for htr with the values from Mt.If the Mr values are greater han or ••• •• •••••• equal to he Mr values,for each area of the roof,then the the auachntent method i,acceptable. •• • Method I"Momcut Based Tile Calculations Per RAS 127" tF10fxo� t'�•1 -Mrf�`/ Product Apprtval M14r (P2::?!"x h• yL��y Mg:'7• -Mr, c'c.Y/ Product Approval M, (P3: Yi .bio Pr s )-Mg:��=Mr;�J o Product Approval Mf Method 2"Sintpf if ied 7i1c Calculations Per fable Below" Required/ykmtent of Resistance tC•lrt Front Table Below.._........_... Product Approval Mt,._._-.._� Mr required Moment Resistance* Mean Root Height-> Roof Slope 15' 20' 25' 30' 40' 2:12 EE34.4 +.36.5 38.2 39.7 42.2 3:12 32.234.4 36,0 37.4 39.8 412 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 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 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Methyl 3.Compar d the%:dues for Fwith the vulue,for Fr.l f the Fvalues are greater than or equal to the Fr values, for each area of the roof,then the tile attachment method is acceptable. Method 3-Moment Based Tile Calculations Per RAS 127" (Pt: x L - x w:=_)-W: x cus 8 =Frt Product Approval l (P2: x L = x w:_ )-W: x cos U =Fr, Product Approval F (Pg: x L - x w:_ }-W: x cos D =Fr.j Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure P or P2 or P3 RAS 127 Table I or by at engineering analysis prepared by PElased on ASCE 7 Mcan Roof Height H Job Site Roof slope 0 Job Site Aerodynamic Multiplier d Product Approval Restoring Moment duo to Ma Prodttct Approval Gravity Attachment Resistance M• Product Approval Required Moment Resistance h Calculated Minimums Attachment Resbatunce F Product Approval Required uplift Resistance Fr Calculated Average Tile Weight W Product Approval L=length Tile I)inuensions Product Approval W=width All calculations must be submitted to the building official at the lute of permit application. FLORIDA BUILDING CODE-BUILDING 15.35 0000 . 0000 ...9.. •• • 0 009.0• .0.00. •• • .. ....% 0.0000 0000.. 0000• 0000. 0..... { 00000 0.'0.• 0 : 04.0 i •• 909009 0000.. 0 . . 0 ?1A lY M W43-DADS Cj}tJAIT�'• • ,i•Lb •••• -.-.: ••.i• MEW ?V11 TRb•1)At3fi tpi R LTt�••• . • 1tMI)ING CODE COMPL14NCE OMT CE(11CCO) 140 WWr FlLAGLER STREET,SUI"C.E 106 • • • • PRODUCT CONTROL DMSION .191PsMI.FLORWA 33130-13 (305)375-Z90t FAX(3G5)375- 1' NOTICE OF ACCEPTANCE(NOA) : Howler Motile,LLC ' I 200 Story MW !+ Lake W 3 i4 Wales,x..3833 Scorn. This NOA is beingassn sd under the applicable a I2 t;colas and regulations governing the use oconstruction materials, PP @,u 8 8 ls. ;• The documentation submitted has been reviewed.by Ma rni-Dade County Product Control Division[and acce ted b the Board of Rules and Appeals MORA)to be used in Miami �G Dade County nerd other was where allowed by , the Authority Laving Jurisdiction(AHS), •I .I This btOA shall not be valid after the expiration arue stated below,Tlne Miami-Dade County Product Control Division(In Miami.Bade County)andJor the AHF(in areas other than Miami Dade County)reserve the right to � have this product or material tested for quality assurance purposea.If this product or material fails to perform in the accepted manner,tht manufactures•will incur the erase of such testing and the AHS may immediately Ij revoke modify,or suspend the use of such product or material within theitJ jurisdiction. BORA reserves the right 8 II to revoke this acceptance,if it is determined by Miami•Dede County Product Control Divisions that this product ori: mater-al fails to meet the requirements of the applicable building code. �I This product is approvers ac described herein,and has been designed to comply with the Florida building Codc and the High Velocity Hurricane Zone of the.Florida Building Code. ': .M DESCRIPTION: Villa 900 Concrete Roof Tide I I ,II IASUING:Foch unit shrill bear a permanen.tabel with the manufacturer's name ar logo,city,state and : followiDg statemeut:"Miami-Dade County Product Control Approved".unless otkuxwise noted herein. RENEWAL of this NOA shall be ccnsidered after a r*anew application has been filed and there has gees no change in the applicable Wilding code negatively affecting the performance of this product. i TE RMINATION of this NOA wilt accur after the expiration date or if there has been s revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any t product,for sales,Advertising or arty other purpou:s shall autoanatically tarminate this NOA.Failure to comply IIs with arty section of Us NOA shat!be cause for telmiinatian and rertstival of NIDA. A VERTISE'aIi ENT;The NOA number preceded by the words Ntiami-Dade County.Florida, and followed by,l the expiration date may be displayed in advertising literature. If any Portion of the 1KOA is displayed then it shal{i. be done in its entirety. INSPECTION:A copy of this entire:NOA shall be provided to the tiler by the manufacturer or its distributors [cad shat)be available for inspection at the job site at the request of the Buildino Off iciaL J•lus NOA consists of pages I through 7. The sabndmW documentation was reviewed by Alex Tigera. ' 7 � f } NDA Ne.:9"57AO2 i Expiration Date:09121/11 *pproval Dew 09/21/06 Page 1 of 7 I• nn,n»»n v.:, tor + ^fr .,r , e•1r :.nen ii nn.�r♦ rt-•u i»»`1 n�f r•tt• 90-d e8Z£ L88 90C WH I .acrnx 9V14NVX%UZ .i fi:4W ciG:on f 0000 0000 • 0000 0000•• 0000•• 0000 • •• • •• 0000•• 0000•• 0000 •••••i ••• •i 0000 • 0000•• 0000• • • .i • 00:00• •• 0000•• 0000•• � • • • • • •••• ••••i• RO®19ING ASSEMBLY APPROVAL •• 4 . 1 • :0000: Katffaa; Roofing • ii S - Low Prefile hoofing Tiley rotes"o: Concrete l I � I. SCOPE i. This renews a system using Monier Lifetile Wa 900 Concrete Roof Tile,as manufactured Monier Lifetile LLC in Lake Wales. FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure rcquirements, us determined by applicable Building Code does not ,! exceed the design pressure values obtuined by calculations in compliance with RAS 127 using the values listed in section 4 harem. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION 'f Mmivtaxttared by Test Product 121 i75ismSft'iftu-62M ' 1 nn ill Monier Lifetdc LLC 1 m 17" TAS 112 Low proffir,Interlocking,hiKh pressure if! Villa 900 w=13extruded concrete roof file equipped witl',one %a•' thick nail hole and double roll ribs. For dimcct deck or battened nail-on,mortar or adhesive set i applications. i! Trim Pieces 1=varies TAS 112 Accessory cotacrete roof iecc;e 1'or use �, s W Varies at hips.rakes,rid eR nd valley terminations.varying thicknem ,, 2.11 !i 5U16IYiITTEIB EVIDENCE; Fest A encv zft Ideesd T�AM0820 a f I Nutting Engineers 1334.3.1 TAS 112 Apr.2006 I Redland Technologies 7161.03 Static Uplift Testing Dec. 1991 Apps.-radix I11. TAS 102&TAS 1021,A) �! Redland Technologies 7161.03 Wind Tunnel Testing Dec. 1991 Appendix 11 TAS 108(Nail-On), ! Redland TzchnologiLs P06102 Withdrawal Resistance Testing of Sept. 1993 screw vs.smooth shank nails The Center for Applied 94-060B Static Uplift'Totting Marcia, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center toe Applied 94-081 Static Uplift Testing May 1994 i II Engineering,Inc. TAS 101 (Mortar Set) Redland Technologies P063 i-01 W-nd Tannel Testing July 1994 TAS 108(Mortar Set.) NOA lot,.:06-41524.02 i EXPI atioe Deis:4)9/21/31 !ll Approwst Date:49/21= iii e2of7 i. I� 90°d x'82£ Lee 90C 3'I1 d. �t70?I 1dY N�2IS�L I Q3W __ _. 99:fi+0� LC�OZ-Y C-Nj11' ••*0 i Fest Ae�n:c� 'fie�demiflct• Tett�„arn ort •. ••• . Redland Technologies Letter Bated Aug. 1. Wind Tunnel Testing Aug.1994 •��.�, �•••• 1994 TAS 108(Nail-On) The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 I - EnS S itteerin ,Inc. Test#M1?C 75 TAS 100 The Center for Applied 25.7183-1 Static Uplift Testing Feb. 1995 Engineering.Inc. TAS 102 (2 Quik-Drive Screws.Direst Deck) I The Center for Applied 25m?183-2 Static Uplift Testing Feb. 1995 En 02 gioczring.inc TAS 1 (2 Quik-Drive Screws,Battens) .i The Center for Applied 25-7214-2 Static Uplift Testing Marcb, 1995 til Fn iueei ,Inc. 25.7214-6 TAS 102 (1 Quik-Drive Screw,Direct Deck) y (1 Quik Drive Screw,Si ttens) i i! Colotex Corpor«tion 528454-2.1 Sutic Uplift Testing Sep.1998 TestingServices 520109- TAS 101 Dec.1998 " 2 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1993 ,i. Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1995 Walker Engineering,Inc. Evaluation Calculations 25-7496 Aril 1995 P Walker En 'neeria ,Inc. Eval:uarion Calculations 25-7584 December 25.780415-3 1996 �f 5- 25 7848-6 Walker En Evaluation gineerittg,Inc. E n Calculations Aerodynamic Multipliers May 2006 Walker Engineering.Inc. Evaluation Calculations Two Patty Adhessive Set Systeme April 1999 Walker Engineering,Inc Evaluation Calculadons Restoring Moment Due to Gravity April 2006 II 0 I +I 1 ii i. NOA Nu.:06-0324.02 Explmdon Danes 8912N11 Approved Date:09121M Pap 3 of 7 i li I I,. :e.d Me Les 90E �'ItJ .3i9Cix t1X�iJdNH�.L3f3'xtd -� - J.G:'bf� -,.rr�i;-in-a3nr 0000 • • 0000 0000.. 0000.. • • •• •• 0000:. 0000.. ;:f..:. 0000.: 00.0. 00.004 •`► . ; ..:.. 000.. • .� .. 0.60.. 0 ' • •0.. • • ...... ••• • .. :0060 • 3. L tT�'I`ATIONS •• • . . 0 0 0 0•• • ;y • . 3.1 lire classification is not pan of this acceptance. •tI • 3.2 For mortar or adhesive set tale applications, a static field uplift test sho be periotrrtLd in ' accordance with RAS 106. 3.3 Applicant shall retain the services of ai NWIrti-Dade County Certified Laboratory to getfona � quarterly test in accordance with TAS 112,appendix 'A'.Such testiag shat:be submitted to the Building Cale Compli-mce Office for review. 3.4 Minimum underlayment shell be in c=pliwice with the applicable Roofing Applications Standards listed sectior.4.1 herein. 3.5 30+90 hot mopped underiayment applicadons may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Kntmwu deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Villa 900 Concrete hoof Tile said its components shall be inswied its strict a compliance with Roofing Appiicadon Standard RAS 13,RAS 119.and RAS 120. f� 4.2 Data For Attachment Calculations .+I Table 1: Average Weight( and tMmertWots(l x w) i Tile P'r'ofile Wolght-W(lbf) L.etngthAl(ft) Wkkh.w(ft) ` { Monier l..ifetlle V►11a 900 10.96 � 1.425 Concrete Tile f Table 2: Aerodynamic Multiolig Tile (f x0filf ' l'r®�le Batten Awlication Direct Veok Atapllcaticn i Monier Lifett Villa 8017 Concrete a lie 0.209 Table 3: Reetcrin Momarfts due to 0revl - ! 1t4l; 31_ Tilts 3":12" 1 4":12" 5":12" 6':121 Prefile _; recto€ Woniet Liteti!e :Lifetile _Dfrect Batters Diet; Sattens (?iract Battens Direct Satzens ; 1} =rcct vlil2 900 Deck '_Cath Decx Deck �Cancrete`i!® 6.79 7.7(} fi.73 >.62 X6.63 7 51 B.SG- 7.39 i 8,36 T,21 NOA No.-O" 42 i Explrallon Date:094VII Approval Date.09/21/e6 1 P'�edo[7 'I :i r I.1 An -T FR?.f` ).RR QOP.. 517T.r. .JANT uNidkTNuxaiTPf°Sid �� ^• Oi%ae,i �e n.�� T•5 4TA1 0000 0000' o"oo:0 0000.. • 0 • .. .. 0000:. 0000.. 0000. � .0..00 00:00. • ..00 • 0000.. 0000. • 0 00'00' . : 0000. 0* 0 :00000 000.4 • • •0.... 1 Table 4: Attachment Resists nve Expressed as a Moment-Me(ft-lbf) • • �••'1.0 0"•• for Nall-tin ;s stems •• _ , • Tile Famner'hype Direct Dock f3lrect Dook i Battens farafife (min 96(32" (min. law" plywood) plywood) Monier Lifetile 2.104 Rln Shank 1Vail5 27.2337.4 Villa 900 1-10d Smooth or Scrsw 8.9 w 11.9 4.1 �Cancretfa Tils Slznk Nati j 2.101E Smooth or Screw: 16.4 21.9- 7.1 Shank Nailsi 1 1 a8 Screw 1 25.8 � . 25.8 i 22.2 2#21 Screwi 47,1 47.1 49.1 1-10d Smooth or Screw 1 _ 24,3 24.3 ++' 24.2 Shank Nell'Flei(l Cl!p 1.10d Smooth or Screw' 19.0 19.0 22.1 ShanX Nail Eave Clip) 2-10d Smooth or Screw 35.6 35.5 34.8 $hag Nails Field Clip) j 2.10d Smooth or Screw 31.9 31,9 322 { !Shank Nails&ve Clip) _ ( i Table 6: Attachment Resl2aUnce Expressed as a Moment I&(11-lbf for Two Patty Adhesive So at Ms Tile The Application Minimums Attachment i Pro le resistance Monier Lifetlle Villa 900 Concrawl ad oslve 26.1' ,rile 1 See manufa tune 02MPon9WRPFQvQJ for in Is. '2 Flexible products Gampany TileElond Average weight per patty 11.4 gran. 1 Poiyfown EE20ct,Inc Avnge wolght per pat�f r 8 gm-,ms i Table 6A: Attachment Resistance Expressed as a Moment m Ma(ft-lbf) for Single p Adhesive Set SIMMS MIS Tile Application Mlnlmuwmmn A hment I Profile F$�$l�rin21 i{. h onler tifetiie Villa 900 Polwam Pol a�roT^� 86.61 i� vercrete Tile Pa ant POW" � 45. 3 j plauumani of 54mama of 5_ ki"um paddy placement of 24prams of PoryPfoyM. I i �t a ACA No.:064524.02 j Explrtation Date:09!28111 Approval Datua 09121/06 ; Page 5 or i I: I 6C"d seze Lee 90E �'IIJ IntSx tivar3laxxa.r.t�^r�ur �c:a;n arr,� -n_AT.,n 0000 • • • 0000 0000•• 0000•• 0000 •••••i • 0000•• • • • 0000•• • •, � 0000• •• '�• 0000•• 0000•• • • Table 613:Atti3shment ReWstance Expmend as a Moment•?A(ft jbf) •• •�• �••••� fair moft r got§Ydamis W Tile ince � AtteCbtrteilR Profile Appfl=tlun I�e$It�tatl�oe Monier L;fatlie Villa 900hRortee Set Y20.60 Canareto Ttie � �. LABELING Al: tiles shall bear the imprint or identifiable marking of the manufacturers name or logo,or 1 f ailowing statement- "Kart:i-Dade County Product Control Approved". i' i I�I ;I UWEL FOR VLLA$OO 0OjgCpETE TILE I' (LOCATED ON THE UNDERSIDE OF TILE) I!j 6. BUILIANG PERMIT REQVW.,M, &M 6.1 Application for building peruait shall be Kzowpanied by copies of the following: +6.1.1 This Notice of Acceptam. 6.1.2 Any other doc=ents tequired by the SuiWing Official al or appficable build* code in order to properly evaluate the installation of this system. ii i ;► m. NOA No.:46-oS24.02 ! EXPIrafta ifleW 99f2W 1 Approval Date:09lzLw Page 6 of 7 li ,E •I n 0i'd EBZE LBB 90P MITI Anna tin-rn •••• ' � � � : • 6666•• � ' ••• • 6666•• •0009• • • • •• 00 6666•• • 69.0.0 •so 000000 • • 9...;6. • • •• i x••69: PROFILE DRAWLNG 6••'1' • i , Nag holes I !j Overlock �1 2118 Un i I .MONJER I,EMriLL VtLLA 900 CoNcmETE ROOF TME II{ END OF T s AccEPTANcr I I; a I� i fl.+ NOA No.:064)SU.02 EXPIntio l Date:09/21i11 Approval Datc 09/21/06 { Page 7 of 7 I T'd Me Lee 908 3"II J, 00:90 z eoz-x c-rain r _ 00.00 �•� •e•••go 0000•0 600.4• • • • • a 0 •• •• ••4•i• 0000•• 6 • 0000 •4•••i • 6 • • a•666 0000•• • 4 MMIA ADE 0000• MIAMI-D,�M§COUNTY,FLORIPA • METRO-DADE FGLER O1Jj%IVG •0000 � g00000 BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLCASMET,SUITE 1603 • PRODUCT CONTROL DIVISION MIAMI,FLORIDA 316W563 �0 (305)375-2101 4 f X(30%4705 8 000"00 NOTICE OF ACCEPTANCE i(NOA) •• •• 4 Logo: Polyfoam Products,Inc. ..': 11715 Boudreaux Road Tomball,TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The BCCO(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance,if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Polypro®AH16D RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.0 1-0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L.Acebo. NOA No.:06-0201.02 Expiration Date:05/10/11 :4- Approval Date:04/13/06 Page 1 of 7 i Inspection Worksheet Miami Shores Village Mp 10050 N.E.2nd Avenue Miami Shores,FL y Phone: (305)795-2204 F 9 305)756-8972 y. Inspection Date: 03/20/2008 Permit Type: Roof Inspector. Grande,Claudio W21FO Inspection Type: Final Roof Owner: GENTILE,GARY Work Classification: Roof- Repair Job Address: 1200103 Street NE Miami Shores Village,FL Phone Number 305-754-6024 Parcel Number 1132060340290 Project: <NONE> Block: Lot: Contractor: OBENOUR ROOFING SHEET METAL 8i SUPPLY CO.INC Phone: 305-757-2612 BuIlding Department Comments REPAIR LEAK FRONT ENTRANCE AND REPAIR SOM BROKEN TILES yO b� Inspector Comments Passed cc Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Wednesday,March 19,2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL . .... ..... Phone: (305)795-2204 Fax: (305)756-8972 .. .... .. Inspection Date: 03/27/2007 Permit Type: Imported Permit Inspector: Levrack,James Inspection Type: Final Owner: WING, JAMES Work Classification: <NONE> Job Address: 1200 103 Street NE Miami Shores Village, FL Phone Number (305)754-6024 Parcel Number 1132060340290 Project: <NONE> Block: Lot: Contractor: STATEWIDE SEPTIC CONNECTIONS Phone: 305-661-6633 Building Department Comments qT I INSTALL NEW DRAINFIELD -0 Y MAR 2 8 2007 17 In r Comments Passed Failed Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Monday, March 26, 2007 Page 2 of 2 SMAWN 0w PIA38XDA .. .'...• arfolfrn'rhr�li�iees. sssssNraisass ; I I tell MM u= ti9201= WOMR. l t4 l [271 41 . 20 d . 12 1041 sC 1 093 �!�1441 z a. l 91 sl 1009 l 1301 > ,ZC I l Los) own= FIXOR ' t o ] Pil "= Vt t 1 1041 sawMV J/$_err�®r+s®.lt. o t 1. 1421. =.. rac t 1 1071 t 1 1331 `.... [ I delt 1 1341 t 1 toll MMM 10 LIC d 1 (351 OMM P2 i ��o`. ! MOMD M= [ I ti4l 1111 (21 t. 1 t46lcam t I till 928"tts taw .t� t 1 1471 t I 1121 d 1 PSI 'as t I t131 DRUMOWOW CM d 11 t3s) BOAR=SMM t l 1141 MUNLUE man t .I (is) MMU ar zovm [ l IAsI =&=Zen t ! Z' t 1 t4ol no am t l 1171 S"MM a t t l (411 9=WAWMR no" t 1 (IS] wS� N t l tail jams f I tit) Aggramun usm Re 7 pro.-i t 1 1431 > . t 3 ("I Angdonn umn2ft t l [4411. NUMM AM. t 1 1211 t l 1441 t 1 t4s) T>ML s , sp�.7. 0 s�Ca scanURINUALt l 1471 a :ol t l . 1221 W ice .. t 1 1441 t I 1241 psi ZRZZVU t l (241 IMM t l t351 e l t4slum 9MOWa.a...l�®. [ l Iasi 4 .1 W :A. .,.�.� t I C 3 . -Moir 1M. DOW «. On "14: 10/97 fPaeeil y. Page 2 of ) Fr r: as PR.: a Invoice Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Bill To JAMES WING Invoice Number: imp-3-07-27967 1200 NE 103 ST Invoice Date: March 26, 2007 MIAMI SHORES, FL 33138-0000 Permit Number: PL2005-156 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 ................................ Date Fee Name Fee Type Fee Amount 03/26/2007 Renewal/Extension Fee Calculated $75.00 Total Fees Due: $75.00 Payments Date Pay Type Check Number Amount Paid Change 03/26/2007 Cash $75.00 $0.00 Total Paid: $75.00 Total Due: $0.00 Monday, March 26, 2007 Miami Shores Village Plumbing Permit 10050 NE 2nd Avenue " Phone: 305-795-2204 Permit Number: PL2005-156 Printed:5/23/2005 Page 1 of 1 Applicant: COLLEEN WING Owner: WING COLLEEN JOB ADDRESS: 1200 NE 103 ST Contractor STATEWIDE SEPTIC CONNECTIONS Contractor's Address: 3590 SOUTH STATE ROAD 7, SUITE 26 Local Phone: 305-661-6633 Parcel# 1132060340290 Legal Description: MIAMI SHORES SEC 8 PB 14-33 LOT 7 BL 186 8 TR 186-A OF PB 31-41 LOT SIZE Fees: Description Amount FEE2005-6459 Building Fee $175.00 FEE2005-6460 CCF $1.20 Total Fees:$488.97 FEE2005-6461 Notary Fee $5.00 Total Receipts:$488.97 FEE2005-6462 Training and Education Fee $0.40 FEE2005-6463 Technology Fee $4.37 FEE2005-6464 Scanning Fee $3.00 FEE2005-6465 Builders Bond $300.00 Total Fees: $488.97 Permit Status: APPROVED Pennit Expiration: 11/13/2005 Construction Value: $2,000.00 Work: INSTALL NEW DRAINFIELD Signed: (INSPECTOR) In consideration of the issuance to me of this permit,I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responisibility for all work done by either myself,my agent,servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village a, =' BuildingDepartment �� ��� p 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 ' T 2885 Tel:(305)795.2204 Fax:(305)756.8972 -"-- BUILDING Permit No. t'1�5 PERMIT APPLICATIO Masten Permit No. - i FBC 2001 J Permit Type(circle): Building Electrical lumbin _ Mechanical Roofing Owner's Name(Fee Simple Titleholder) 3 o,Its j Coll ven W 1 rj Phone# Owner's Address -1200 N IF 106 City S�A r -sl Ste Zip 3�C Tenant/Lessee Name So o'''`e Phone# Job Address(where the work is beim doh) 12®o NE 1o3 S - City Miami Shores Village County Miami-Dade Zip 331'5J' Is Building Historically Designated YES NO L,-- Contractor's /Contractor's Company Name 15+a*-cALde X40 0 "'S Phone# (�qA 661- 663-a Contractor's Address JINO)c 3no S City wo) ^-0,C1 State 5 Zip 334 Qualifier -QIP��s ULoi-n0y� State Certificate or Registration No. SAO(P—'®1 4 Certificate of Competency No. Architect/Engineer's Name(if applicable) E} Phone# $Value of Work For this Permit :Z000 Square Footage Of Work: 3Q Type of Work: DAddition DAlteration ONew 11 7"r Repair/Replace ❑Demolition Describe Work: i V1 cl i New:,i)-rQ i+�t _ `_ `--�--,..��'"�_ ----�r�rJr�r�rJrie�e�edr�r�r�rir�r�rk,ra,r,r�r�r�r,x�r+YtrFees,Y,fJe�r�r�rdr�rir�eamY�r�r�elrk�es4�rie4ir,rWYW�r�rY Submittal Fee$ _` Permit Fee$, f n. .-15.cc CCF$ 0 CO/CC r-�. Notary$ Training/Education Fee$ b 00 Technology Fee$ 4,?]3- 6q Scanning$ Radon$ Zoning Bond$ Code Enforcement$ Structural Plan Review.$ Total Fee Now Due$ .400 -1 T- (Continued on opposite side) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) tv 1"I Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. GR-d.rinr +n the icon nce of a.�,vamit 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose pMperty is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice,,the inspection will not be approved and a reinspection fee will be charged 'f • ignature Signa e Owner or Agent Contractor The foregoing instrument was acknowledged before me this 13 The foregoing instrument was acknowledged before the this day of ,k1Q"'Ir=2005 by S�P S Lo tnr6 day of .20 by , who is personally known to me or who has produced who is personally known to me or who has produced As id and who did take an oath. as identification and who did take an oath. N AR UBL NOTARY PUBLIC: Si I v Sign: rint: pmt, My ares: ikryBAFAMSOMORM My Commission Expires: IXPIFlE.S: r9,2007 , BadetlThu IJ�naPo�e ' �b*BdkkkFk,B,kkkd4k+kdkA,kk,kixkk*,kkkd, 4,K, � „6, „�,Rk4kd+�k9$&Nk&k�dkdo,Rkkk*+khAkNP4kkk9k+�4kkAP+k4+kKk*Nk*kK+k,k,kkkdHk,kNkk4 APPLICATION APPROVED BY: AP ® = Plans Examiner Engineer Chc 05/13/03 Zoning , STATIC OF FLORIDA DICPARTMOM OF MALTS DATE SAID s I oNSITs s AND DISPOSAL SYSTI3N FEB PAIDs Q ') , j-u CONSTRUCTION T RECEIPT #s CONSTRUCTION PERMIT FOR: Eiji New System EP I Usisting System E#)J Holding Tank ' E dI Iasaovative E yI Repair [ J Abaadol t [ ] Tes6rarary t ] APPLICANT: ' PROPERTY ADDRESS: j ) � a t c:► LOTa 7 s SUBDIVIsION: �1 C i . U p 3 ` f 02 '7 0 [SUCTION', TOWNSHIP, RANGE, PARCEL NUMBER 'PROPERTY ID #: I [OR TAX ID RJ SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SUCTION 381.006 B.S., AND CHAPTER 642-6, F.A.C. DEPARTS APPROVAL OF SYSTEM DOES NOT GUARANTEE SAFTISFACTO: PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ' ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE TEE APPLICANT TO MODIFY THE PST APPLICATIO; SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERS DOES NOT MMMPT THU APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERNITTE REQUIRED FOR DUVELOPMSNT OF THIS PROPERTY. SYSTEM DE ON AND SPECIFICATIONS C-71 T (17 (TQ IGABS / GPD SEPTIC TANK/AEROBIC UNIT CAPACITY MULTI-C8AMBRRXD/IN-SERIES E A E ] GALLONS / GPD CAPACITY NULTI- /IN-S2RIU8 E N E... I GALLONS GREASE INTERCEPTOR -CAPACITY EIUUCDM CAPACITY SINGLE TANK: 1250 GALLON: K E GALLONS DOSING TANK CAPACITY [ ] GALLONS M E 1 DOBBS PER 24 HRS # PUMPS [ D [ 3 0 a I SQUARE FEET PRIMARY DRAXNFX ELD SYSTEM R E ] SQUARE F SYSTEM A TYPE SYSTEM: [ ] STAMM [ FILLED [ J M MW [ ] I CONFIGURATIONs E I TRENCH E BED E I F LOCATION OF SENCH14ARKs 1 1� s e/. 1,�. GD i +/ I ELEVATION of PROPOSED SYSTEM SITE [ :2 i 3 I EINCeUS/PST] EABOV2/BELOW] 1 mmm/RnrmummPGI2 B BOTTOM OF DRAINBIBLD TO BB e,,7+1] EINCRUSLIff jAB0vx7wmAn B /REB L' P M L rrJJ D FILL RUQUIR2D s Ep, ] 33110828 EXCAVATION RUQUIRUD s E `'P'Z I INCHES O iNsTA.LL i z ir�� of S8 TGff3nU-1'r UMl' FD SOLL T- UNDER BIOMIM OF DP-,\D-T-W1D H e r "*. SPECIFICATIONS BY S % e c'�6 �?.i :i '• ` Yi s j t°:/,_: :;,s . .1.t7: APPROVED BY: i R � 3 = ;.t. I{ 'J r;ti.�. t y{? CF DATE ISSUBD s � ` 2XPIRAT209, DATE s 0 DH 4016, 12/99 (Page 1) (Previons Editions May Be Used) Page 1 of 3 pt.1: Heafth Depadment pt.2: Applicant ut.3: Installer/Contractor Pt.d: SuAcbnq Deoartment a�nI c yr rL-wnfvr% DEPARTMENT OF HEALTH APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMff .� WE• Permitppli�jcqnNumber '" �yf' ---------------------- PART II-SITE PLAN-._.....—_._--.. ———— L—u xeft Each block represerds 5 feet WW 1 Inch 50 feet. ' 4 O _..:..`_._ 130 VS Votes: Tl N1 to O •R..IO W IR ' IFIC C- (,)S t C'G QFCi A`S'E` Site Plan submitted by Somme Plan Approved V Not Approved Date`1 }t i" ... " Y B . :�'f .. County Health Departrmnt r ALL CHANGL MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT rii4015,m196 tFMPlaoes ASH Foe��SwAioltm�tbawad) Page 2, WA&Mmm .SM4002 M54 � MIA M MADE MIAMr-DADP COUNTY,FLORIDA _ METRO-DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WKST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) PGT IndusWes 1070 Technology Drive Nokomis,FI.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The A iami-Dade County Product Control Division(In Miami Dade County)and/or the AHI(in areas other than Wmmi Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the Haigh Velocity Hurricane Zone. DESCRIPTION:1"x Heavy Wall-Ahmniinum Tube Clipped Mullion APPROVAL DOCUMENT:Drawing No.6621,titled"1"Heavy Wall Mullion",sheets 1 through 6 of 6,dated 04 ,with revision"A"dated 05/03104,prepared by manufacturer,signed and sealed by Robert I. Clark, P.E.,bearing the Miami-Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING-Large and S=H Missile Impost LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami Dade County Product Control Approved",unless otherwise noted.herein. RENEWAL of this NOA shall be considered after a renewal application has been filled and there has been no change in the applicable building code negatively affecting the performance of this product. ItRMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Msuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#02-07OL09 and consists of this page 1 and evidence pages E-1 and U2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Pe P NOA No 04-0528.05 YYatton Date: Ju=28,2006 WJLNval Date: July 15,2004 Page 1 PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBAUrIXD A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6621,titled"1"Heavy Wall Mullion",Sheets 1 through 6 of 6,dated -05/26104,with revision"A"dated 05/03/04,prepared by manufacturer,signed and sealed by Robert L.Clark,P.E. B. TESTS 1. Test reports on 1)Uniform Load Static Air Pressure Test,per FBC,TAS 202-94 Is 2)Large Missile Impact Test,FBC,TAS 201-94 3)Cyclic Loading Test,per FBC,TAS 203-94 along with installation diagram of a pair of fixed alum.windows(00 configuration)60"x 54"mulled together with a lx 2 x std wall mullion,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-2912,dated 01/05101,signed and sealed by Antonio Acevedo,P.E. "Submitted under NOA#01-0323.02" 2. Test reports on 1)Uniform Load Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test,FBC,TAS 201-94 3)Cyclic Loading Test,per FBC,TAS 203-94 along with installation diagram of a pair of fixed alum.windows(00 configuration)8W'x 76"mulled together with a lx 4 x std.wall mullion,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-2903,dated 01/05/01,signed and sealed by Antonio Acevedo,P.E. "Submitted under NOA#01-0323.02" 3. Test reports on 1)Uniform Load Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test,FBC,TAS 201-94 3)Cyclic Loading Test,per FBC,TAS 203-94 along with installation diagram of a pair of fixed alum.windows with a transom lite(0/00 configuration)mulled together with a 1x 2 x3/4"wall vertical mullion and a 2 x 6"x 1/4"wall horizontal mullion,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FT-L-2975,dated 01/23/01,signed and sealed by Antonio Acevedo,P.E. "Submitted under NOA#01-0323.02" C. CALCULATIONS 1. Engineering Structural&Anchor Calculations,prepared by manufacturer,dated 08/20/00,revised on 5/24/01, signed and sealed by Robert L.Clark,P.E. "Submitted under NOA#01-0323.02" . AZauuel Product Control r NOA No OS Expiration Date: lune 28,2M Approval Date: duly 15,2004 E-1 PGT IndusWo NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,dated March 16,2001,signed and sealed by Robert L. Clark,P.E. "Submitted under NOA#01-0323.02" 2. Statement letter of no financial intent,dated March 16,2001,signed and sealed by Robert L.Clark,P.E. "Submitted under NDA#01-0323.02" 3. Laboratory compliance letter for Test Reports No.FIL-2902,F17Ir2903 and FrL-2975,issued by Fenestration Testing Laboratory,Inc.,dated January 30, 2001,signed and sealed by Antonio Acevedo,P.E. "Submuded under NOA#.01-0323.02" G. OTHER 1. Notice of Acceptance No.024701.09,issued to PGT Industries for their 1"x Heavy Wall-Aluminum Tube Clipped Mullion,approved on 07/1212002 and expiring on 06/28/06. 2. Letter from consultant stating that the product is in compliance with the Florida Building Code(FBG). Manuel Pe Product Control NOA No Expiration Date: June 28,2006 Approval Date: July 15,2004 E-2 arcwoRs TrPF a' I------ w --I nCn -r,: RS. GL4ZWG GLAZING ORR `7' MULLION T/P�QPRODUCT' PRODUCT BOTH EMDS C"DR b' BOTH EH NDS gNCHORS A�N.CCHHO�RS: 1 � C`OR ID M C'OR 'b' GLAZING H Mr 80TH ENDS 807H b0Ci- P F2GLAZING GLAZING OLAZING OWING UON N H PRODUCT PRODUCT TYP. PRODUCT PRODUCT Nr FGL40ZING M4 H r GLAZING GLAZING T PRODUCT PRODUCT GLAZING PRODUCT wr wr------w2� W a Wr+W2 r -+- w2--4—w3 H g Hr+H2 W s wr+w2+W3 W m Wr+W2 H - Hr+H2 �?) WINDOWS MULL EQ H- Hr+H2 t2) WINDOWS MULLED TOGETHER WINDOW MULLED W1 NNE ABOVE MULTIPLE WINDOWS MUL FD FOR DETERMINING MAX ALLOWABLE W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE Wf ONE ABOVE DESIGN PRESSURE SEE TABLES FOR DETERMINING'MAX ALLOWABLE DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE ON PAGE 5 & 6 DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 DESIGN PRESSURE SEE TABLES MAX OPENING = W OR W i+W2 ON PAGE 5 & 6 M1)MAX OPENING = H OR H1+112 ON PAGE 5 & 6 MULL LENGTH = H MAX OPENING = H OR H 1+H2 MULL LENGTH = W OR W l+W2 M3)MAX OPENING = H OR H 1+H2 MULL LENGTH = W M2)MAX OPENING = W OR W i+W2 MULL LENGTH = W OR W 1+W2+W3 MULL LENGTH = HI M4)MAX OPENING = W 1+W2 OR W2+W3 MULL LENGTH = HlmDwcruvwa og 1 NOTES: I.FOR ANCHORAGE TYPE, QUANTITY AND LOCATION ® TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS REFER TO SHEETS 2, 3, 5 AND 6 / s/a�o4 ' Auttr erornir�v ®2.WINDOWS MAY BE MULLED TO A MAX. OF 7 UNITS l�'r urmn P.J.P. D 4128/00 J.MULLIONS ARE APPROVED FOR IMPACT AND NON—IMPACT 6 �N 1HEAVY WALL MULLION ARRANGEMENT DETAIL 4.REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 xoberl EE. ss /wwaer s wmrkq PE 39712 r0� Tvmwouw mw P.O.wx 15" Narouu FL U275 WKOMIS R 3074MUDS lx 1-f6 6621 A i° [-2' OR 4"—1 P.G.T. IN M UJON P.G.T. 1x MULLION 1.MULL �° 7' r--2*OR 4'--{ r2 F.N. s�a MfN.MULLION ap ARE SUES WORD BUCK r2 F.N.SMON CUT FL4NCES 0 OF (SO AS TiMn�f RVdM� M/N. OPPOSITE sm MRL CLIP TO FORM A T FA{1 orMER) W000 (50 AS NOT TO v-dfN1ArEL AND INTERFERE mm 21 e MSTALL AS SHOWN ® Q ® RUCK EACH OTHER) Q2 F M.S l99B) 2'� NOTE Bf MUST BE a4VE COUNTY T� MJN,tj'TAPCON(248F) APPROVED. SEE NOTE B7 sJ ':. •f: :AWIV. PEAEWTION INTO AMLI 4• • , MIN. r.,' ° K: 57R1�17 FASTENERS OR BLOCK FOR T'MULL • MA110N1 ' f , : MTS!sk WE COuitrY . ` APPROVED. SEE NOTE it TYPICAL MULLION TO MULLION INSTALLATION TYPE "4" TYPICAL MULLION TO STRUCTURE WITH WOOD 9= REMOVED FROM CONC, TYPE C" P.G.T. 1x MUIJJON Ar 1. 1-2' OR 4'-1 1112 .FL SM�.4S P.G.T. 1x MULLION DPPOSlIE 9DFS J" 1-2'OR 4"-1MHN. So AS WOOD 2j � ® Q ® SEE NOTE j/7 �MfN SO AS NOTA O #12 WOOD SCREW(199 T EACH OTNER) Am 1�pawmTION wm WOOD 2� {7YP C7 SEE NOTE 17 1 MIN. WOOD bUf K ALL FA97ENM g� t MUST BE. SE COUNTY Hj (om) ''.' ;.�: �'. •• ,. APPROVED. SES NOTE j/t ;, �.• . ,A< •.'.. 'p�:.;• .'•.': i MIV. rENE7RAT101111Ni0 �..' i..: x.l~`;«°:''.�,• OR BLOCK STRI=R�'.i�..•'��+.'. ., :r :r.: ^ ARSTIE ME COUNF7i TYALS • . :.�••, "' '` T •A ;,�• .APPROVED.SEE NOTE j} li MIN. . . i..� i r•.'::a:.' TYPICAL MULLION TO STRU TURF W(11j WOOD BUCK TYPE B', TYPICAL MULLION TO STRUCTURE WITHMODUCrRMSED No e7arAr I. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED ti�,Q�q� WOOD BUCK AND CONC. TYPE D" SEE SHEETS 5 & 6. FOR ANCHOR LOCA77ONS SEE SHEET 3, w*4►Lld7fiilb.`�+Ao10 QUAN77TY OF ANCHORS FOR MULL—TO—CLIP IS THE SAME AS THE QUAN77TY OF ANCHORS FROM CLIP—TO—OPENING. 2. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 409* — ® TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS IMPORTANT.' W.FXS/J/04 CAki A-AW NOTATOV QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL �,�/ �A.J.P. 4/28/00 REPRESENTATION ONLY. FOR CORRECT QUAN77TY OF / ANCHORS PLEASE REFER TO CHARTS AND FIND THE �N rrrr CORRECT MULL SIZE AND PRESSURE REQ D FOR YOUR Robert L Pe 1 HEAVY WALL MULLION & CLIP INSTALLATION DETAIL SPECIFIC APPLICATION. PE 93M2 1070 TECHNOLOCY OFriE P.O.Boer Ian �B` Stet °troi1n"B M0' RW. StrucA7raL NOKOMS, FL J4275 NOKOMB FL 34274 MULLS I X 2-'6 6621 A MIN. MIN. FROM MIN. FROM FROM ENDS (TYP) I ENDS (TYP) i �Typ) T-- 14 MAX. i J 1 MAX. i MAX. TMA—X MAX. tMPoRrANr.• r T— MIN. QUANTfrY OF ANCHORS SHOWN MULL ClipTWO (2 ANCHOR LOCA77ONS THREE 3.ANCHOR LOCATIONS FOUR 41„ANC OR LOCAIZONS Sl 6 ANCH R LOCATIONS ARE FOR A PICTORIAL �DW 1F 1089 WmAm Dw g rage MULL X REPRESENTATION ONLY. FOR CORRECT rkmcrnvlik.0o walk QUANTITY OF 4- 5 ylarms ANCHORS PLEASE REFER TO CHARTS 2DOG AND FIND THE ., CORRECT MULL SIZE AND PRESSURE 1 MIN. FROM MIN. FROM MIN. FROM MIN. SPECIFIC RPO If7C FOR YOUR 1 , 2$� ENDS (TYP) ENDS (TYP) ENDS (TYP) ENDS (TYP) APPUCATtON. I' MUL4 CLIP ! S REMOVED i" A ,MOVED I. MULL CLIP W/TA_RS REMOVED TWO 2 ANCHOR LOCA77ONS THREE ANCHOR LOCATIONS FOUR 4 ANCHOR LOCATIONS SIX 0) ANCHOR LOCATIONS FX/MMM DWG/ 1098 D(MUSlON OW j logo WMWN DW 11098 omwsuv on/ Ion CUFOTH CHART R 1x MULL ® TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS MULL SIZE A' «wed W. ada W. seaman« F.K. 5/3/04 —ADD NOTATM I x 2 x !q 1�8 / orarn 1 x 21 x P.J.P. 5/21/01 ; 1� / 1 x 21 x if 1; INDUSTWES ANCHOR LOCATIONS 3A L P.$ 7" MULLION CLIP N07E PF#39712 �: Ne. ar: 1. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 Shy 107011 DOY DWE P.O. Box 1s28 Nwom a saws NOKOW,PL 3074 MULLS 1 3�6 6621 A 1 1 3 3 8 � 8 8 8 4 3 8 4 21 4 8 4 32 4 2 1 24 2 24 7 1 14 11634- lx HEAVY WALL MULLS , MAT'L: 6063-T6 ftkftcoft.mm� cs tt via 2ooGr m .vtec� ® TO 6E USED ONLY WITH PGT INDUSTRIES PRODUCTS rrovad ar arm ay a-ADD wr,,, OT f.K. 5 304 NOTA7TON n P.J.P. 5/22/00 TE• l � y 1. REFERENCE TEST REPORT f T!—2902, 2903 AND 2975 R beft m Qaw 1" HEAVY WALL MULLION PROFILES _ PE#39712 Suuauret 1070 1Y75 FL MU�Lts X 4 6 na.i�p 6621 A 1X2X.375 OPENING WIDTH IN INCHES 2 Anchors -60 70 80 90 100 114 120 130 160 42 155 142 134 130 130 130 130 130 130 130 Vertical MUII O 4$ . 129 116 107 102 100 99 99 99 99 99 50.625 115 100 91 88 82 80 80 80 80 a0 W _ 54 94 81 73 68 64 83 62 62 62 62 v 6067 58 51 47 44 42 41 41 41 41 Mull z 63 58 4944 40 37 35 34 34 34 34 Length x L72 5o a3 38 as 32 30 29 28 zs 38 32 29 21f- 24 1 22 21 20 1 20 20 76 32 27 24 22 20 18 17 17 16 16 Opening _ 78 30 25 22 20 18 17 16 15 15 Width $4 24 20 17 16 - - - - - 90 19 16 Horizontal Mull 96 108 - - - - - - - - - 111 Opening r- Width 1 14.75X.375OPENING WIDTH IN INCHES _ L rs 314 AnchoI 50 60 70 80 90 100 110 120 130 160 42 1701170 170i170 170 170 1701170 170'170 170'170 170'170 1701170 170 170 1701,170 Length 48 1701170 1701170 1611170 1541170 1501170 1491170 1491170 1491170 1491170 1491170 Multiple Mulled Units 5"05 1701170 1611170 1481170 1401170 136'170 1341170 1341170 1341170 1341170 1341176 W 168,170 147 170 135 185 126 163 121 146 119:142 T1'8141 118 i 141 118 i 141 118,141 _ 145-152 1271131 1161116 1011107 1001100 96 96 93 ,93 92 92 92 92 92 192 z 63 131 131:11:21112 99 199 90 1 84 84 80 80 77 77 76 1 76 78 76 78 76 Mull Z 113,113 97 197 85 185 77177 72 172 68 1 68 65 165 64 164 63 163 63 163 I length 72 86 88 73 73 65,65 58.58 54 54 50 150 48 48 46 46 4545 44 144 76 73 Ti 62 62 54 54 49 49 45 45 42 i 42 40 40 38 1 38 37 37 36 36 78 67 167 57157 50 150 45 145 41 1 41 38 38 36 38 35 135 33133 32 132 84 54 154 45 45 40 140 35 35 32 32 30 130 28 128 27 27 28 j 26 24 24 Opening p�D11�T° tt8FJ1 90 43 43 37 137 32,32 28.28 26 126 24 124 22 122 21 121 20 120 191 19 Width 96 38'36 05 30 30 26 28 23123 21 21 19 19 18 18 17 17 1 B 16 15 15 10$ 25125 21121 18118 161161 - 11123123 19119 17117 1515 144 - - 1 {{ff TO BE USED NLY WITH PGT INDUSTRIES PRODUCTS Br aa4 sy outx a F.K. 5/3 04 A —ADD NOTAMW N TES. 1.MAXIMUM ALLOWABLE PRESSURE IN PSF. 5�w P.J.P. 1 0of 4/28/00 2.DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, I Es PRESSURE CHARTS CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. RobertL p�, 1" HEAVY WALL MULLION J.REFERENCE TEST REPORT FTL-2802, 2903 AND 2975 pE#39712 1070 mrw4 .o0r DRIVE P.O.Box 15" &mvv0CfGh soulm sme Of0ft St[must NOKOlR$FL 34275 NOKOW FL 34274 MULLS NTS 1 5 -f 6 6621 A CU�T1�q�•L' 4 1xZ.75x. OPENING WIDTH IN INCHES ! 314 Anchors 50 66- 1 7 80 1 80 100 1 i-10-1 120 130 160 , 42 170 170 170.170 170 0 170 170 1701170 170117 170 i_ 0 170 1.L0',170 170170 Vertical Wlllll ® 48 1701170 160;170 14811 141 1161 1381158 137115t 7 157 137,157 170 157 17.0115 50.625 166117014811881361 29'14(125!143123!141 123'1. 231141 954114 41 C� 'tc�.t. _ 54 152,170 135,155 124:14 6"133 112 126 109 X25 1 24 108;124 1081124 108 124 60 1331152 117 134 108.122 99 1113 94 1107 901103 881101 66 100 88 1100 881100 A4uq Z 63126 143 110126 99 114 92,105 87 99 83195 81 93 91 80 91 80 91 Length z LEff- 1181135 1031118 931107 86.97 81 90 77 185 75 182 73180 73 179 73 1 79 1. 0608 92 192 81 181 73 173 67 67 83 63 60 80 58 F47- 56 56 1 Opening� 76191 n n 68 68 61 61 b6 56 52 52 49149 47 46146 45 45 �- --) I_ 78 84184 71 171 63,63 156 51 151 48 48 45 14b 43 143 42!42 40 40 width _ 84 67,87 5757 60 50 44 44 4040 37 1 37 35-35 33 33 32,32 30 Horizontal Mull 90 54 154 46 146 40!40 36;38 32132 30 130 28 128 26126 25.25 23 123 96 44 44 38 38 33 33 29 29. 26,28 24 24 23 23 21FT 121 20 20 18 18 108 31 131 26;26 23 123 20 120 18 1 18 171 17 15115 1111 2s�29 24 1 24 21 121 18.11 18 17 1 17 1b 15 _ _ 1 _ _ 1 _ _ _ Op tng Ix 4X.8750 OPENING WIDTH IN INCHES 416 Anchors 50 60 70 80 90 100 110. 160 �- MUrr Length 42�1701170 170 170 170 1701170 170 170 170'170 170'170 1 0°i7D 0:170 170 170 170 170 ® 48 170 170 170 170 1701170 170 170 1701170 Tl01170 170,170 1701170 170 170 Multiple Mulled Units 50.625 !170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 170!170 1701170 W 54 170 170 T70,170 1701170 1691170 162 170 158 170 157170 1571170 157 170 1 71 0 60 1701170 17011701541170 143'170 1381170 1311170 128'170 12711701 271170 1271170 � _• 63 170'i70 15.9 144 170 133'170 128,170 121,170 117 169 118 166 1161165 116 165 I ng z 661701170150117013511701251170117,166112156108115010611451051441051144 Length �72 154 170 1341170 120 165 110 148 103 136 98 1127 94 120 91 111b 89'112 88 1111 1- 78 16 1441170 125;160 112 140 102 126 95,118 90 1108 86 102 83 98 81 1 95 79193 140'170 121 148 1081129 991116 92 106 87 199 83'93 80 89 78 187 75184 � 84 128'136 111 117 98 102 90 1 92 831 83 77,77 73 1 73 69 69 86 66 62 62 opening reoaurrnav�stu 80 1121112 95 195 82 182 74,74 67 167 62.62 58 158 54 1 54 52152 48148. Width 8 92 82 78 78 87 67 60 160 54 54 150 47 47 44 44 42 42 38'38 05 108 64 84 54 154 47 47 42 142 37,37 34 734 32 132 30 30 178-1--k i5--25- 138 5 i 25 O 111 59 1 59 50'50 43 143 38 138 34 134 31 31 29 129 27 127 26 128 23 123 rra�ar 144 27�27 22 j 22 19 1 19 17 17 15! 15 " 1 " 1 " _ "t" A TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS RaSd W. 0 Cmd of.raw N TES: F.K 513104 A — ADD NOTA7M 1.MAXIMUM ALLOWABLE PRESSURE IN PSF. am"W.P.J.P. 1'4128100 D--AP ^, 2.DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, `� r PRESSURE CHARTS CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. nft, xa�nL p.E, i HF,4VY WALL MULLION 3.REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 PE 112 � ; '0'NW °�"i4275 moKohn a 33#274 Mi. NTS 6 d 6 8621 A r M I A AA IflAt]t: M]AMI-DADE COUNTY,FLORIDA _ METRO-DARE FLAGLER BUTT DING BUMBING CODE COMPLIANCE OFFICE(ACCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI.FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2" _NOTICE OF ACCEPTANCE (NOA) PGT Indy fides 1070 Technology Drive Nokomis,FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted bas been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"HS 710"Aluminum Horizontal Sliding Window APPROVAL DOCUMENT:Drawing N0.4112,titled"Aluminum Horizontal Sliding Window",sheets 1 through 6 of 6,prepared.by PGT Industries,dated 211619$,with revisions 12/24/03 signed sealed by Robert L. Clark,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small Missile Impact LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered atter a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature• If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#02-0305.02 and,consists of this page 1 and evidence page E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by re Berman,P.E. NOA No 03-0612.06 a Expir aGlon Date,May 20,2007 Date:April 08,2004 q9rPage I PGT Induslxles NOTICE OF ACCEPTANCE:EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturers die drawings and sections. 2. Drawing No.4112,titled"Aluminum Horizontal Sliding Window",sheets 1 through 6 of 6,prepared by PGT Industries,dated 2/16/98 with revisions dated 12/29/03 signed and sealed by Robert L.Clark,P.E. B. TESTS 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-1969,dated 3/17/98,signal and sealed by Joseph C.-Chan,P.E. 2 Test reports on 1)Large Missile Impact Test per FBC,TAS 201-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.F111-3740,dated 03/18/03,signed and sealed by Joseph C.Chan,P.E. C. CALCULATIONS 1. Anchor Calculations,ASTM-E1300,and structural analysis,prepared by PGT Industries,dated 1/8/04,signed and sealed by Robert I..Clark,P.E. D. QUALI'T'Y ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.01-1204.01 issued to 173.1.DuPont DeNemours"for "Dupont Butacite R PVB"dated 02/15/01,expiring on 12/11/05. 2. Notice of Acceptance No.01-0205.02 issued to"Solutia Inc."for "Sallex/Keepsafe Maximum"dated 05/17/01,expiring on 05/21/06. 100-011 Theodore Berman,P.E. Deputy Director,Product Control Division NOA No 03-0612.06 Expiration Date:May 20,2W Approval Date:April 08,2004 E-1 PGT INDUSTRIES NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,dated January 25, 1999,signed by Robert L. Clark,P.E. "Submitted under NOM 99-0204-03" 2. Statement letter of no financial interest,dated January 25, 1999,signed by Robert L.Clark,P.E. "Submitted under NOM 99-02 -03" G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code(FBC). Theodore Berman,P.E. Deputy Director,Product Control Division NOA No 03-0612.06 Expiration Date:May 20,2M Approval Date:April 08,2004 E-2 NOTES: LARGE MISSILE IMPACT WINDOWS ITEM DESCRIPTION T. $ QTY./LOCATION VENDOR VENDOR B 1. GLAZING OPTIONS: 1 GE FRAME JAMB Alum. 6063-T5 12 5 2 ALUMAX AF-12 A. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF 2 FIXED MEETING RAIL Alum. 6083HS-T54 054A 1 INDALEX 64054A DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (2) LITES OF 3 SASH MEETING RAIL Alum. 8083HS-T34 4 6C 1 IN EX 64006C 1/8" ANNEALED GLASS. 4 SID RAIL Alum. 8083- 122 1 ALUMAX AF-12230 B. 5/16" (.350) LAMINATED CONSISTING OF AN 090 PVB INNER LAYER OF GLAZING B (Aum. 6063- OP 8 ALUMAX AF- 4571 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (2) LITES OF 6 WINDLOAD ADAPTER 5 7/8' RIGID PVC 12 1 ® mids n of frame sill 6WCLIP © 1/8" HEAT STRENGTHENED GLASS. 7 FLANGE FRAME HEAD Alum. 6063-TS 1 237 1 ALUMAX -12237 8 FLANGEFRAM SILL Alum. 8063-T5 12238 1 ALUMAX AF-12238 C. 13/18" LAMI I.G. GLASS CONSISTING OF: 1/8* HEAT STRENGTHENED GLASS, 9 FRAME SILL ADAPTER Alum. 3-TS 612239 1 ALUMAX AF-12239 3/8' AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED 1 OP BOT. MAIL Alum. g -T5 612240 ALUMAX AF-1224,0 COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR 11 SCREEN RETAINER Alum. 6083- 8532377 1 ALUMAX AF-532377 SAFLEX/KEEPSAFE MAXIMUM BETWEEN (1) LITE OF 1/8" ANNEALED GLASS 12 5/16- .350 LAMINATED USING S OF 1 ANNEALED GLAS AND (1) LITE OF HEAT STRENGTHENED GLASS. 13 5/16- 50 LAMINATED USING 2 LITES 1/8- HEAT STRENGTHENED GLASS 14 ANTI-LIFT CHANNEL Alum. 8063-T5 812244 t ® mids n of vent ALUMAX MAF-12244D. 13/16° LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 15 x 1.000 Ph. Fl. MS 1OX1 4 Windloa Ada tar screws) FASTEC 3/8' AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED 16 6 x 1.000 PH. PAN SMS 76X1PPA for anti-lift chnn I ERCHANTS F ERCOMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR 17 THERSTRIP 11iiN WALL BULB VI 6TP247 1 r Glazin d PLASTICS SAFLEX/KEEPSAFE MAXIMUM BETWEEN (2) LITES OF 1/8" HEAT 18 051 x .500 PHIL Fl SMS 7856A 2 SWS Latch screws MERCHANTS FASTENER STRENGTHENED GLASS. 4 when usinc 2 Sweep Latches 2. CONFIGURATIONS: XO or OX 19 #8 x 1.000 PHIL. P.H. SMS 781 PQA 22 Form ent ass . screws MERCHANTS FASTENER 3. DESIGN PRESSURE RATING: SEE TABLES 1-3 ON SHEET 2 20 SWEEP LATCH 71096 1 1if hei ht is >- 421.5 from ends-vent mtg. rail MINIATURE DIE CASTING PGT.214.XX 2 21 WEEP HOUSING 70250 3 1 Omids n 2 1 4 from ends TOOL 7-M10-250 22 EP FLAP 7 251 3 1 ®mids n 2 1/94 from ends MASTER TOOL 7-M10-251 23 ROLLER HOUSING 2 9 ea. end of vent to rail MASTER TOOL 70312 74" MAX WIDTH 24 BRASS WHEELS 78RWHL2 4 2 per Roller Housin \n -TECH P.G.T. 33 5/8' MAX 33 5/8" MAX 25 WSTP .270 x .170 BACK FIN SEAL 06 W 2 ®vent to bot roils & mt . rail S'HLEGEL OR EQUIV. FS7 26-187 DAYLIGHT DAYLIGHT 26 SILICON62899 DOW CORNING 899 OR 99 OPENING OPENING G 7 W ERSTRIP ULB VINYL 6TP249 1 ® vent am rail pIASTICS TP- 49 29 3 16 I.G. 1 8 HEA S GTHEN D 3 8 SPACE 16- LAMI 118 .09 1/8HS 30 GLAZIN BEAD 1 16 t 8063-T5 067 INDAL 64067 31 WSTP .187 x .2::0 BACK FIN SEAL 11060 11 ® MEETING RAIL 1S0EL OR E UN. 61060 32 1 i 6 I.G. 1 8 HEAT ENGTHENED 3 8 SPACE 16 LAMI 1 8 S .090 1 8 H 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT 5. 58 1/4' HEAD & SILL, +_�_CPi MAX MAX. 6" FROM CORNERS. "ate FIXED LITE MAX. 4" & a" ON EACH SIDE OF MEETING RAIL CENTERLINE. Air A* DAYLIGHT / 57' MAX MAX, 15" SPACING. OPENING VENT DAYLIGHT JAMBS: s' OPENING MAX. ;." FROM CORNERS. MAX. 12 1/2' SPACING. 63" MAX 5. SHUTTER REQUIREMENT: NO SHUTTERS REQ'D. F.K 124)t&2910,3G-REtlOVF JfEdl 29 MASS HEIGHT ��+� RIM 6. REF. TE:"T REPORTS: FTL-1969 & FTL-3740 F.K. 7 2303 F m TO lfOY 26 O XMMM F.K. � 4 03 Rf� 23,6 ADD 129-132 PIAMM NOTE f 6" MAX 2 16 9& 0' Dons 6" MAX 8. 8 pax 8' MAX —� i1 OX ELEVATION & B.O.M. LG. MISSILE a" "'AX 1 it 707NOKOWa"F 34275 ALUMINUM HORIZONTAL SLIDING WINDOW SEE NOTE 4 ON MEETING RAIL ANCHORAGE RobWLclarL PS P.O.sDx 1529 SWI-/°dBW' Soc tvav� Pte[tfii9712 ELEVATION NOKOM6, FL 34274 HS-710 NTS 1 6 47 t2 G COMPARATIVE A ALYSIS TABLE 1. GLASS TYPES A&C FTL-1969&FTL-3740 --A.5/16°LAM (1l8"ANNEALED,.090 PVB,918°ANNEALEO, A "C:13116"-LAMI-113.--1/8"HEAT STRENGTHENED,3/8"SPACE,5/16 LAMI(1 "HEAT STRENGHTENED, .090 PVB, 1/8-ANNEALED) WIN Aka Cl WIN HEIG S WIDTHS 26. 38 6 1 44. 00 50 5 1 159. 0 1 60.000 61.000 62.000 63.000 26.500 66.7 5.0 7 ;t % 66.7 -75.0 `�.7 !-75.10 .7 - 86.7 -75.0 -75.0 66.7 -75. 66.7 -75.0 3 . 66.7 - �. -76.04` 66.7 -75. 7 -75.0 66.7 -75.0 66.7 -75.0 68.7 -75.0 .7 -75.0 44.000 .7 -75.0 66: -75.0 7 -75.0 .7 -75.0' 66.7 -75.0 66.7 -75.0 68.7 7_74-.0 66. =- 4.0 63.126 86.7 -75.0 66.7 -75. 66.7 -73.1 61. .055.0 -55.0 3 .2 -54. 53.4 -53: 2.7 -52.7 60.000 66.7 -75.0 66.7 -73.5 62.0 -62.0 54.8 754.8 46.0 M-41.2 .4 -45.1 44.3 -44.3 43.7 -4 .7 43.2 ,43.2 63.000 68.7 -75.0 66.7 -69.4 58.9 -58.9 51.7 -5 .7 43.0 -42.2 41.3 -41.3 40.5 -40.5 .0 -40.0 66.7 -75. 65.5 .5 56.6 -58.6 4 . -49.0 41.2 -40.4 39.5 .5 38 -38.7 3 .9 -37.90. 667 -75.0808 0.8 53.7 -5 . 46.3 .3 39.1 -38.3 7.4 -37.4 .8 -368 36.1 -38.74.000 .7 -75.0 58. -58.2 51.3 -51.3 44.Z -44.2 37. - 36.1 - 1 35.5 - 34.8 .8 COMPARATIVE ANALYSIS TABLE 2. GLASS TYPES B&D FTL-1969&FTL-3740 B.5116"LAMINATED(118"HEAT STRENGTHENED,.090 PVB, 118"HEAT STRENGTHENED) 0 D. 13/16"LAMI I.G.-1/8"HEAT STRENGTHENED,318-SPACE,5/16 LAMI 1/8-HEAT STRENGTHENED,.090 PVB,1/8-HEAT STRENGTHENED) G WINDOW WINDOW HEIGHTS WIDTHS 2X6 1 38. 7 44.000 .50.625 1 59. 1 60.000 61.000 62.000 63.000 26.500 66.7 -75.0 .7 -75.0 1 68.7 -75.0 86.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 37. 66.7 -75.0 6B.7 -75.0 66.7 -76.06076_0. .7 -75.0 68.7 -75.0 88.7 175.0 66.7 -75.0 66.7 -75.0 44.000 66.7 -75.0 66.7 -75.0 86.7 -75.0 66.7 -75.0 66.7 -75.0 .7 -75.0 �. -75.0 66.7 -76.0"M.-7 -75.0 4.0_5% , 'M°' ' 53.12 66.7 -75.0 .7 -75.0 88.7 -75.0 66.7 -75.0 66.7 -75. 7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 i1y0`"' 60. 66.7 -T5 0 7 -75.0 .7 -75.0 66.7 -75.0 66.7 -75.0 68.7 -75.0 W.7 =- 5.0 66.7 - 5.0 66.7 175.0 63. 66.7 -7 .0 66.7 -75.0 .7 -75.0 68.7 -75.0 66.7 75.0 66.7 -75.0 66.7 -75.0 66.7 - 5.0 .7 -75.0 66.7 -75. 66.T - 5.0 68.7 -75.0 66.7 -75.0 88.7 -75.0 68. -75.0 66.7 -75.0 66.7 -75.0 .7 -75.0 7 . 66.7 -75.0 66.7 -75.0 86.7 -75.0 66.7 -75.0 6.7 -75:0 66.7 -75.0 68.7 -74.9 66.7 -7 .5 -72.3 74.000 66.7 -7 .0 66.7 -75.0 66.7 - 66.7 -7 .0 66.7 -74.3 �.7 -73.5 .7 -72.2 66.7 -70.9 .7 -89.6 wo F.K. 12129103 F-UPDATE TABLES NOTES: F.K. 7 23 03 F-(aDRRECl M E 3° A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES 4 F. 4 4 03 E-r�iJ 16'LG. IES ASTM E 1300-98 (AND ASTM E 1300-94 OUTSIDE MIAMI-DADE COUNTY). ® F. . _976102 -REWSED TABLES p: Do BJ B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98 (AND ASTM E 1300-94 OUTSIDE MIAMI-DADE COUNTY). 1 GLASS TYPE COMPARATIVE ANALYSIS C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI-DADE COUNTY. �'L 1G 1070�HMX.CG,.pgry� Vft MUM,Fl 342�s ALUMINUM HORIZONTAL SLIDING WINDOW C K P.E. P.O.BOX 1529 Satea/llo0el• 3ems: Shad Oro tiq tlo. Re,. saw rroXore�s, F�34274 HS-71 o NTS 2 w 6 41 12 G 9 5/16" LAMINATED 13/16 NOM. 1/8" HEAT STRENGTHENED GLASS 1 13 .090 SAFLEX KEEP/SAFE MAXIMUM 1/2" OR DUPONT PVB INTER LAYER GLASS LASS © OUTSIDE ett'E OUTSIDE BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5 INSIDE 5 INSIDE 3/8"AIR SPACE 7 6 7 6 1/8" HEAT 1/8" HEAT STRENGTHENEDGLASS 1/8"ANNEALED GLASS STRENGTHENED-►� 090 INNER LAYER 1 2 GLASS (DUPONT 8UTACITE OR 090 INNER LAYER t'j33 SAFLEX/KEEPSAFE MAXIMUM) (DUPONT W/MRACITE OR r 1 8" HEAT 99 OR 2 GLASS SAFLEX/KEEPSAFE MAXIMUM) STRENGTHENED BITE 1/8"ANNEMM GLASS 17 CITWYF. n I I ftowvrumm GLAZING DETAILS: 5/16" (.350) LAMINATED QLASS O OUTSIDE INSIDE I, 9 om F.K.Mp - 12 29 0 C�ALIT 18 BASS TA 8 F.K.� 70723103 F-llEil 17 SCALE F.K. 414103 E-ADD 13116'I.G. Ft .K. 102 =GLASS TYPE I-z GLAZING DETAILS: 13/16" (.825) i G (� O.B. 16 98 1. Oe�rlPNau SECTIONS & GLAZING DETAILS r J�4 10N NO ALUMINUM HORIZONTAL SLIDING WINDOW L Clark P E Scott � Y Air REFERENCE TEST REPORTS: FTL-1969 & FTL-3740 P.O.BOX 1529 g ? NOXOMS.FL 34274 HS-710 NTS I 3 of 6 4112 G 1 EXTERIOR MAX. WIDTH ROUGH OPENING ROUGH1t 2 9 MAX. DAYUGHT OPENING— OPENING PENING OPENING 7 2.710 7 MAX. DA 3 5 7 9 •sem 17 5 9 —T14 6 2.784 31 2.784 30 5 0 10 18 ROUGH 3 OPENING 1 4 42.6437 .705 .500 MAX. HORIZONTAL SECTION FIXED UTE DAYLIGHT OPENWG VENT 12 9 DAYLIGHT MAX. OPENING HEIGHT 13 3 EXTERIOR 5 3 4 IbFAdb 1 2.1094 8 500 F.K. 12 29 G-ri "f Bi 2 am To 2.710 rsa 9 F.K.' 7 Z3 03 F-NO( TAS 9fT ROUGH Ravw OPEN NG 8 F.K. 44 03 129-132 15 F.K. 6/02 GLASS TYPE VERTICAL SECTION D.B; 2 16 98 SECTIONS & GLAZING DETAILS 1070 TOCHNOLM MV& '"w NOKOW,FI.34275 ALUMINUM HORIZONTAL SLIDING WINDOW L Clerk,PZ P.O.BOX 1528 ScWxsweir am �„ NpC0Ai15, FL 34x�a HS-710 NTS 4 cf 6 4112 G e s APPROVED NOTES: 2x WOOD BUCK APPROVED 1. USE ONLY MIAMI--DARE COUNTY APPROVED ELCO TAPCONS. G . . (SEE NOTE 3J 2. REFERENCE TEST REPORT: FTL-1969 & FTL-3740 . 'i�.,','. � • WOOD BUCK +:', 1 1/4" MIN -- 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED (SEE NOTE 4.) 1. .:.�a• ..,d .• - - �r ��-��- SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. 1 1/4° MIN. 4. INSTALLATION OF Ix WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. - C 1/4" MAX. 1 j4" MAX. SHIM SHIM 1/4" MAX. SHIM 1 1/4" MIN. 1/4" MAX. SHIM 1 1/4" MIN. ©3/16" TAPCON #12 WOOD SCREW© I (SEE NOTE 1) TYPICAL HEAD SECTION TYPICAL HEADSECTION SUBSTRATE ANCHORING © WOOD ANCHORING #12 WOOD SCREW A3/ 6TAPCON (SEE NOTE 1) #12 WOOD SCREW APD APPROVED= /18" iItii� �lll iiI I; j TAPCON WOOD BUCK 2x WOOD BUCK (S41) (SEE NOTE 4.) (SEE NOTE 3.) TYPICAL JAMB SECTION TYPICAL JAMB SECTION SUBSTRATE ANCHORING WOOD ANCHORING 1/4' MAX. SHIM ? � 1/4" MAX. SHIM 1/4" MIN. F.K 12)2910.30-0SC ARS d 2 SCS 1 1/4" MIN. F.K. 7 23 03Road f-RfMtNE J!B rAAPCONS • — •a .• F. . 4 4 03 E--X0!WC THIS SHT APPROVED r' w F. .' 6/02 NOTES 3&4 2x WOOD BUCK ,l/ . u (SEE NOTE 3.) Y D.B. 2 4198, TYPICAL SILL SECTION TYPICAL SILL SECTION �✓ G ANCHORAGE SUBSTRATE ANCHORING WOOD ANCHORING � , '°NOxo�" 275 ALUMINUM HORIZONTAL SLIDING WINDOW Dart L CWK P.E. P.O.l3oX 1829 Serba/Modd Sema: I Shah Dia�hg Na Xer. mew rw roacaus. saz>a HS-710 NTS 5 a6 4112 G 062 --� �-•+-- .705 TT .062 1.349 2.784 1.9 87 .062 062kA 7 1.291 h'--�— 1.403 , 1.970 737 2@ FIXED MEETING RAIL Q SASH MEETING RAIL O 6063 75 ASASH SIDE ILUM. @FLANGE FRAME JAMB 6063HS—T54 ALUM. 6063HS—T54 ALUM. 6063—T5 ALUM. J .062 --4- 1.057 —►� � _.L •062 f, —T .062 —�-- •723 1.373 ___1 2.094 .678 1.273 .050 .688 -� �� I 1.122 F I- 2.710 -••� I 05/16• GLAZING BEAD @WIND LOAD ADAPTER 2.710 6063—T5 ALUM. 6063—T5 ALUM. (Y)FLANGE FRAME HEAD ® 6063—T5 ALUM. FLANGE FRAME SILL 6063—T5 ALUM. ww 1.187 �.._ 062 1 1.097 68374— 1.183mirk. 2,074 �� 1.349 3t�D 13/16" GLAZING BEAD F.K.- 1-212910J F—M CHG W SHf 062 6063—T5 ALUM. F.K. 7 23 03 F W p�M SNT 10 SASH TOP & BOTTOM RAIL 6063—T5 14118-READ � 9@ FRAME SILL ADAPTER F.K 9 6 02 D—N HO TN! 6063—T5 ALUM. r / F.K. 1lIF )2 01 KK11 EXTRUSION PROFILES G4l� M:G 10� "FL 34x° ALUMINUM HORIZONTAL SLIDING WINDOW REFERENCE TEST REPORTS: FTL-1969 & FTL-3740 RobmtL� P.F— P.O.BOX 1529 /" s n orrng Be. R. P nacoNa,FL xz7a yS-710 NTS 6 6 4112 G v • M I A M POAIE WkMI-DARE COUNTY,FLORIDA _ METRO-DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1693 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908. NOTICE OF ACCEPTANCE(NOA) PGT Industries 1070 Technology Drive Nokomis,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) andlor the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"PW 701"Aluminum Picture Window-LMI APPROVAL DOCUMENT:Drawing No.4259-4,titled"Aluminum Picture Window,Impact!',sheets 1 through 10 of 10,prepared by manufacturer,dated 7/14/03,with revision"A",dated 12/15/03,signed and sealed by Robert L.Clark,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small Misme Impact LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and tyre has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the expiration date may be displayed in advertising If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Th NOA No 03-1105.01 Expiration Date:February 19,2009 Approval Date:February 19,2M Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4259 ,titled"Aluminum Picture Window,Impact",sheets 1 through 10 of 10,prepared by manufacturer,dated 7/14/03,with revision"A"dated 12115/03,signed and sealed by Robert L.Clark,P.E. B. TESTS 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum picture window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL- 3835,dated 07/18/03,signed and sealed by Joseph Chan,P.E. 2. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC.TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum picture window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL- 3850,dated 07/31/03,signed and sealed by Joseph Chan,P.E. C. CALCULATIONS 1. Anchor Calculations,ASTM-E1300-98,and structural analysis,prepared by manufacturer,dated 10131/03,signed and sealed by Robert L.Clark,P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.02-0828.15 issued to E.I.DuPont DeNemours for "DuPont Butacite PVB Material"dated 11121/02,expiring on 12111/05. 2. Notice of Acceptance No.014MM.02issued to Solutia,Inc.for"Saflex 1 Keepsafe Maximum"dated 5/17101,expiring on 5/21/06. Theodore rman,P E. Deputy Director,Product Control Division NOA No 03-1105.01 Expiration Date:February 19,2009 Approval Date:February 19,2001 E-1 PGT Indtslnes NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIIZTED F. STATEMENTS 1. Laboratory compliance letter for Test Report no.FT1-3835,issued by Fenestration Testing Laboratory,Inc.,dated 08/25/03,signed and sealed by Joseph Chan,P.E. 2. Laboratory compliance letter for Test Report no.FTL-3850,issued by Fenestration Testing Laboratory,Inc.,dated 08/21/03,signed and sealed by Joseph Chan,P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code(FBQ. Theodore Berman,P.E. Deputy Director,Product Control Division NOA No 03-1105.01 Expiration Date:February 19,2009 Approval Date:February 19,2004 E-2 NOTES: LARGE MISSILE WINDOWS NOA DRAWING TABLE OF CONTENTS SHEET 1.GLAZING OPTIONS: GENERAL NOTES..........................1 A.7/16'LAMINATED GLASS COMPRISED OF(1)LITE OF 3/18°ANNEALED GLASS AND(1)LITE OF 3116'HEAT STRENGTHENED GLAZING DETAILS........................ 2 GLASS WITH AN.0901NTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. ELEVATIONS,FLANGED...............3 B.7/16'LAMINATED GLASS COMPRISED OF(2)LITES OF 3118"HEAT STRENGTHENED GLASS GLASS WITH AN.090 ELEVATIONS,INTEGRAL FIN.......4 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. DESIGN PRESSURES FLANGED..5 C.1 1118°LAMI I.G.GLASS COMPRISED OF(1)LITE OF 3/16"HEAT STRENGTHENED GLASS,A 7116'AIRSPACE AND 7/18' DESIGN PRESSURES FINNED......6 LAMINATED GLASS WHICH IS COMPRISED OF(1)LITE OF 3/16'ANNEALED GLASS AND(1)LITE OF 3118-HEAT SECTIONS,FLANGED...................7 STRENGTHENED GLASS WITH AN.010 INTERLAYER OF DUPONT BUTACrrE OR SAFLEX KEEPSAFE MAXIMUM PVB. CORNER ASSY,FLANGED...........7 D.1 1/16-LAMI I.G.GLASS COMPRISED OF(1)LITE OF 3/16'HEAT STRENGTHENED GLASS,A 7118'AIRSPACE AND 7116' SECTIONS,INTEGRAL FIN........... 8 LAMINATED GLASS WHICH IS COMPRISED OF(2)LITES OF 3116'HEAT STRENGTHENED GLASS WITH AN.090 INTERLAYER CORNER ASSY,INTEGRAL FIN...8 OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. EXTRUSION PROFILES.................8 2.DESIGN PRESSURE RATINGS:(FLANGED-SEE SHEET 5,TABLE 1 AND INTEGRAL FIN-SEE SHEET 6,TABLE 2) PARTS LIST....................................9 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-86(AND ASTM E 1300-84 ANCHORAGE""""""""""""""""'1&10 OUTSIDE MIAMI-DADE COUNTY). B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-I8(AND ASTM E 1300-94 OUTSIDE MIAMI-DADE COUNTY). C.DESIGN PRESSURES UNDER 40 P.S.F.NOT APPLICABLE IN MIAMI-DADE COUNTY. 3.FLANGED UNIT ANCHORAGE:SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS:(SEE SHEET 10,DETAILS C,D&E) HEAD&SILL: MAX.81/2'FROM CORNERS MAX.11'O.C. JAMBS: A MAX.8112'FROM CORNERS MAX.11'O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F.WHEN ANCHORING WITH#12 SCREWS) 4.INTEGRAL FIN UNIT ANCHORAGE WITH NAILS:SINGLE ROW OF.130 DIA.x 21/2'LG.NAILS AS FOLLOWS:(SEE SHEET 10,DETAIL A) HEAD&SILL: AT EACH CORNER MAX.5'O.C. JAMBS: AT EACH CORNER MAX.5'O.C. 5.INTEGRAL FIN UNIT ANCHORAGE WITH#12 SCREWS:SINGLE ROW OF SCREWS AS FOLLOWS:(SEE SHEET 10,DETAIL B) HEAD&SILL• MAX.81/2'FROM CORNERS M�Iw MAX.11'O.C. JAMBS: 0 MAX.8112'FROM CORNERS MAX.11'O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F.WHEN ANCHORING WITH#12 SCREWS) IRE- 6.SHUTTER REQUIREMENT.NONE REQUIRED 7.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 8.REFERENCE TEST REPORTS:FTL-3835&FTL-3850 R�//�'oll ,om NOTES&TABLE OF CONTENTSis iW � FK 17H&D3 a rr arvc>saesPac+ao � m ALUMINUM PICTURE W/NDOW,IMPACT _ �st4 Md.P.E. arr t�aoan9.gsazra walbly Bette ` a 10 %42684 A P RK 7/11w i'W70f NT$ 1 shmhaw 1 1/18°LAMI GLASS NOMINAL 7/16'LAMI GLASS NOMINAL 7116 LAMI GLASS NOMINAL 3/18"ANNEALED OR HEAT 3118°ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS •090 DUPONT BUTACITE OR .090 DUPONT BUTACTTE OR SAFLEX KEEPSAFE MAXIMUM SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 7116"AIR SPACE M/B INTERLAYER 3118'HEAT 3116'HEAT STRENGTHENED 3116'HEAT STRENGTHENED GAS STRENGTHENED GLASS GLASS 12 12 1 p 17 OR 21 18 22 11 [-A N OUTSIDE 11/18'NOM OUTSIDE 11116"NOM GLASS BITE GLASS BITE 13 2 13 1 SOR140OR 15 15 7/16" LAMI GLAZING DETAIL 1 1/16"LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) „� lawroron!cftvmwvavw GLAZING DETAILS FA niisua a AV CHAAW M9 SWXT Aisza ALUMINUM PICSon ?ft TURE WINDOW,IMPACT aoeen L cmnc P.E. fir” AKtllQ1iB3.A 50774 wsmry seer "~ a-'"° M PEOCW12 FIC 7naro3 Pw-mr NTS 2 m f0 42584 A sv�a►m n/./ 00. (D HEXAGON FULL CIRCLE OCTAGON QUARTER CIRCLE MAX.SIZE=80"BETWEEN FLATS MAX,SIZE=80"DIA MAX.SIZE=60"BETWEEN FLATS MAX.SIZE=68"X 68" OR MAX.AREA=21.65 Q.FT. OR MAX.AREA=19.63 SQ.FT. OR MAX.AREA=20.71 SO.FT. OR MAX.AREA=25.22 SO.FT. ARCH. MAX.SIZE=48°X 96" OR MAX.AREA=30.8 Q.FT. ELLIPTICAL MAX.SIZE=96"X 47" FAN OR MAX.AREA=31.99 SQ.FT. MAX.SIZE=96"X 47" EYEBROW OR MAX.AREA=24.47 Q.FT. MAX.SIZE=96"X 48" OR MAX.AREA=31.99 SO.FT. MAX. -I 44Ile MAX. / DLO HALF CIRCLE L OR MAX.AREA=2513 Q.FT. 821/4°MAX.DLOTRAPEZOID RECTANGLC'�7 MAX.SIZE=48"X 98° MAX.SIZE=48"X 98° OR MAX.AREA=31.99 SO.FT. NOTE: OR MAX.AREA=32.00 S4.FT. FOR ANCHORAGE INFORMATION SEE NOTE 3,SHEET 1 AND SHEET 10,DETAILS C,D&E. " w /// ftwor aftro7nTsmVKt.00raRY5 FLANGED ELEVATIONSmaxoma PL 34m y�L FX 7tsss>1wr vaeottr® ALUMINUM PIC77JRE WINDOW,IMPACT ROEmt l CIazK P.E uw" cm" taxotas Fl ae27e Vfstbly Bette B0bp1 " °°"°"° "" PEM712 FX. At4/03 ayw7ar NTS 3 a 70 4159.4 A sairoau,ai i , HEXAGON FULL CIRCLE OCTAGON QUARTER CIRCLE MAX SIZE=60"BETWEEN FLATS MAX.SIZE=60"DIA. MAX SIZE=80"BETWEEN FLATS MAX.SIZE=88"X68° OR MAX AREA=21.65 SO.FT. OR MAX.AREA=19.63 SQ.FT. OR MAX.AREA=20.71 SQ.FT. OR MAX AREA=25.22 SQ.FT. MAX SIZE=48"X 96" OR MAX.AREA=30.28 SO.FT. ELLIPTICAL MAX.SIZE=96"X 47" FAN OR MAX AREA=31.99 SO.FT. MAX.SIZE=96°X 471 EYEBROW OR MAX.AREA=24.47 SO.FT. MAX.SIZE=96°X 48" OR MAX AREA=31.99 SO.FT. r----98°MAX. / 451/4° 48"MAX. MAX. DLO HALF CIRCLE L MAXOR MAX'AREA=25.13 Q.FT. 93 1/4"MAX.DLO TRAPEZOID RECTANGLE MAX SIZE=48"X 96" MAX.SIZE=48"X 96" OR MAX.AREA=31.99 SQ.FT. NOTE: OR MAX.AREA=32.00 80.FT. FOR ANCHORAGE INFORMATION SEE NOTES 4 8 5,SHEET 1 AND SHEET 10,DETAILS A a B. eom�c oornwveINTEGRAL FIN ELEVATIONSNoxommPLsms Ax maw A NOGUNQE7MsNEEr �aosgx�� � ALUMINUM PICTURE WINDOW,IMPACT Lt PE Nsibly 8@ttB °"Ab`° �" °'a°" PEOW12 4F- 7/14W aw•70f NTS 4 t0 42584 A COMPARATIVE ANALYSIS TABLE 1. A.7116"LAMINATED GLASS(3116"A,.090,3116HS) FTL-3835 GLASS TYPE: c8;_7116"LAMINATED GLASS(3/4"S,.(90,3MOM)' FTL-3835 LCA 1/16"LAMI I.G.,3/18HS,7/16"SPACE,7116-LAMI(3/16A,.090,3116"HS) FTL-3650 D.1 1/16"LAMI I.G. 3116H 7/16"SPACE 7/ / 6HS .090 3116" FTL-385 WINDOW WINDOW HEIGHT WIDTH I 23.5oo t 34.000 39.500 45.000 46.500 4S.000 A&C .0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 80 - .0 80.0 • -80.0 B&D1*7 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREAS .FT. 1.569 44 1 500 A&C80.0 -80.0 .0 -80.0 76. -76.7 74.0 -75.2 74.0 -74.0 PER 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREAS .FT. 1 60.000 A& 80.Q -80.0 0.0 -80.0 74.0 1 -74.0 68. -89.9 87.2 -68.6F7.;2 -67.2 B&D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 -80.0 AREAS .FT 11.875 65.500 80. -80.0 80.0 -80.0 68. -68.5 63.5 .5 61.3 . -62.3 61. 1.3 B&D 80.0 -60.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREAS .FT. 9 15.46520.469 27.157 21. 71000 A&C 80.0 .0 79.4 -79.4 83.7 -83.7 57.8 -57.9 56.1 -57.1 58.1 -58.1 B&D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 1 -80.0 AREA S0.FT 14.052 16.754 7 23.667 78.500A&C 60.0 -80. 78.8 -7 . 58.7 -59.7 2.8E-480.0 52.8 51.9Q 52.1 51. -54.9 B&D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 80.080.0 80.0 -80.0 ARFA S .FT 15.141 82 000A&C 80.0 -80.0 74.1 -74.1 .5 -56.5 48.3 -48.3 47.6 -48.Q 47.6 -47.6 B&D 80.0 1 -80.0 80.0 1 -80.0 80.0 1 -80.0 80.0 1 -80.0 80.0 1 -80.0 80.0 -80.0 AREA SO.FT 27. 87.500 A&C 80.0 70.7 -70.7 53.6 -53.6 43.6 -43.6 43.4 43.4 1 -43.4 B&D 80.0 1 -80.0 80.0 1 -80.0 80.0 1 -80.0 80.0 1 -80.0 80.0 1 -80.o 80.0 1 -80.0 AREASO.FT. 7.31 29.167 83.000 A&C 80.0 -80.0 69.1 X9.1 5 .4'. -5 .4 42.5 -42.5 40.7 -41.0 40.7 -40.7 B&D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 79.4 -79.4 AREAS .FT 5.96.000 A&C 1 80.0 1 -80.0 1 68.8 =850.4 1 -50.4 41.6 -41.6 39.4 -40.1 B&D 80.0 -80.0 80.0 -80.0 80.0 -80.0 .0"' .;-80 _' 80.0 -80.0 76. 1 -78.6 AREAS FT 19-000 67 26uf1 32. 1.TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINOOW ANCHORED WITH /4° TVS.DESIGN PRESSURES ARE LIMITED TO+1-60 P.S.F.WHEN ANCHORING WITH#12 SCREWS. 2.ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 3Q.FT.UNIT IN TABLE 1. 3.ALL SHAPES LESS THAN THE MAXIMUM SIZE,QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1,OR TO THE PRESSURE FOR THE SMALLEST w ` wlcm ,LA FLANGED UNl7'DESIGN PRESSURESa r avcrtownro wirrrsrzxtt�v✓e rme =� ALUMINUM PICTUREWINDOW,IMPACT renL0a..RF- a way w3roly sett ° ° °� - PEOW12 c�c �orco�s.M�ane PYK7or NTS 6 d f0 4259.4 A saw COMPARATIVE ANALYSIS TABLE 2. A.7/16"LAMINATED GLASS(3/16-A,.090,3/16HS) FTL-3835 GLASS TYPE: B.7/16"LAMINATED GLASS(3/16"HS,.090,3/16HS) FTL-3835 C.11/16"LAMI I.G.,3/16HS,7/16"SPACE,7/16"LAMI(3/16A_090,3/16"HS) FTL-3850 D.1 1/16"LAMI I.G. 16HS,7/16"SPACE 7/1 LAMI 16HS .090 3/16"HS FTL-3850 WINDOW WINDOW HEIGHT WIDTH 1 25.500 34.000 39.5m 45.000 46.500 48. 49.000 A&C 0 80.0 1 -80.0 80.0 1 -80.0 80.0 1 -80.0 80.0 1 -80.0 79.4 1 -80.0 79.4 1 -79.4 B&D 80.0 1 -80.Q80.a -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREAS .FT. 9.696 11.5691 15.313 15.623 16.= 54,5W 80.0 -80.0 80.0 -80.0 78.9 1 78.9 74.3 1 -74.3 71.9 1 -73.1 700E -71.9 B&D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 -80.0 AREAS .FT. 10. 4.9� 60.000 A& 80.0 -80.0 80.0 -80.0.- n.2 I -72.2 67.8 1 -67.8 65.0 . .4 65.0 -65.0 B&D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 1 -80.0 80.0 1 -80.0 80.0 780.0 SO.FT. 77.57.5 14.167 16.4M 7B.150 19.375 20.000 65.500 A&C80.0 1 -w.0 78.9 1 -78.9 65.5 1 -85.5 61.7 1 -6 .7 59.6 .7 B&D 80.0 -60.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 [12143 -80.0 AREA S .FT. .96 .1 71.000 A&C 80.0 .0 75.3 -75.3 61.1 1 -61.1 56.4 1 -56.4 54.6 -55.5 54.6 1 -54.6 B&D80.0 -80.0 80.0 -80.0 80.0 1 -80.0 80.0 1 -80.0 80.0 I -80.0 80.0 1 -80.0 AREA S .FT 79.476 88 22.927 76.500 A& 80.0 -80.0E72.6 - .6 57.1 -57.1 1.5 -51. 51.0 -51.3 1. -51.0 B&D 80.0 -80.00.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA S .FT 5.14 8. .984 4.7 82.000 A&C 0 -SO.Q 69.4 -69.4 53.8 -53.8 47.2 1 -472 46.6 1 46.9 46.6 1 -48.6 B&D 80.0 1 -80.0 80.0 1 -80.0 80.0 1 -80.0 80.0 1 -80.0 80.0 1 -80.0 80.0 1 -80.0 AREA .FT 16.229 19.361 22.49325.479 2 . 87.500 ' 80.0 -80.0 68.4 .4 51.0 -51.0 42.6 -42.6 43.1 -42.7 43.1 .1 B&D 80.0 -80.0 $0.0 -80.0 80.0 .80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREAS .FT. 17.318 20.660 4. 9.1 93.000 A&C 80.0 1 -80.0 .0 -65.0 48.9 .9 41.2 -41.2 40.4 -40.2 40.4 -40. B&D 80.0 -80.0 80.Q -80.0 80.0 -80.0 80.0 -80.0 79.7 -79.7 76.a -76.0 AREA S .FT. 8. .5 30.037 31.000r 96.000 A 0.0 -80.0 63.9 -63.9 48.0 -48.0 40.2 -40.2 .0 -38.9 39.0 -39.0 B&D 80.0 1 -80.0 80.0 .80.0 80.0 -80.0 80.0 1 -80.0 76.9 1 -76.9 73.1 1 -73.1 AREA S .FT.1 19-000 22.667 26.333 30. 31.0w 32.WO fTABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4°TAPCONS.DESIGN PRESSURES ARE LIMITED TO+/-60 P.S.F.WHEN ANCHORING WITH#12 SCREWS. 2.ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ.FT.UNIT IN TABLE 2. / 3.ALL SHAPES LESS THAN THE MAXIMUM SIZE,QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2,OR TO THE PRESSURE FOR THE SMALLESTWHICH THEIR OVERALL WIDTHM D HEIGHT DIMENS SCQMPLEJELYFITWtTHIN. (y I-ErINTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW,IMPACT f R.K 9Yt&fkf A CHANGE NOTE f ANCHQRWO WRHOIT 6CREW8 P.O.BQX f@8 _ RohettL.CIeA6 V.E. m. xavcau�s Ftseaya Walbly Bette " "'� ""O"" PriON a F.lC 7/oam9 pxmr NTS 6 d 10 4268-4 A shwwd 13 13 LT2 2.784° 2.784° 2 OUTSIDE 2L,6�8 17 18 21 22 MAX.DAYLIGHT OPENING MAX.WINDOW WIDTH 13 10 HORIZONTAL SECTION (FLANGE FRAME) 11 2 20 8 20 WINDOW HEIGHT 17 2 18 8 ALONG ALONG 8 ENTIRE 8 ENTIRE 21 INSIDE 22 JOINT 2 JOINT 2 MAX. DAYLIGHT 7 OPENING SCREWED C NER ASSY KEYED CORNER ASSY (FLANGE FRAME) 8 e wage WELD (FLANGE FRAME) 13 a9m ALONG 8 ENTIRE JOINT VERTICAL SECTION / WELDED CORNER ASSY(FLANGE FRAME) (FLANGE FRAME) p,,J r. ,o yOH SECTIONS&CORNER ASSY FL4NGEDMom=A ALUMINUM PICTURE WINDOW IMPACT P FK 11/1S@3 A NO CWME TW SW.+7 P.G SOX ie� + aes air XWOM ASW4 w8lbly Bette t.�mra �' ''eibpM1' 1b' PEX49712 F.K 7/f4IQ4 P*701 NTS 7 - 10 1 4259-0 A swoeaw 13 13 2.784" 1 1 2.784" 1 OUTSIDE LL 10 11 17 18 21 22 MAX.DAYLIGHT OPENING 13 MAX.WINDOW WIDTH 10 HORIZONTAL SECTION 11 (INTEGRAL FIN FRAME) MAX. 1 WINDOW 17 8 HEIGHT 8 20 18 ALONG 21 INSIDE 1 8 ENTIRE ALONG 22 JOINT 8 ENTIRE JOINT MAX. 7 7 DAYLIGHT OPENING SCREWED CORNER ASSY KEYED CORNER ASSY (INTEGRAL FIN FRAME) WELD (INTEGRAL FIN FRAME) 1 ALONG 8 ENTIRE 8 JOINT 1 1 WELDED CORNER ASSN(INTEGRAL FIN FRAME) VERTICAL SECTION (INTEGRAL FIN FRAME)- Mow r Roor SECT/ONS INTEGRAL FIN Fx ryreas A NoCHANW7MSr�r P.o.sgxrms txA ALUMINUM PICTUREWlNQUW,IMPACT 1 L pml5 PE awm aro, AmlctlMf9,FL 90774 VJ81bly Bette �°""'°°" 8a°" °ip"°N0' ,"` Ps ivwig FK ;/1� Pw-mr NTS 8 " 10 4258 4 A sbuc"w f ITEM DWG NO. PART# DESCRIPTION 1 4256A 64268 INTEGRAL FIN FRAME HEAD,SILL&JAMB 2.784° 2 4253 64253 FLANGED FRAME HEAD,SILL&JAMB 7 1155 781PDX k8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE-MOREHEAD SM6504 ACRYL-R NARROW JOINT SEALANT OR EQUAL j I 10 4255 64255 7/16 LAMI GLASS BEAD 11 4264 64254 11/16 LAMI I.G.GLASS BEAD 2500° 12 1224 6TP247 VINYL BULB WEATHERSTRIP(THICK} 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT 082°-•.{ 18 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, •077° BLACK 7116"LAMI GLASS:311W ANNEALED-.090 DUPONT 17 BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB FNTERLAYER-3118°HEAT STRENGTHENED ITEM 1, INTEGRAL FIN FRAME 1 1118°LAMI I.G.GLASS:311(°HEAT STRENGTHENED MAIL:6063-T5 18 OUTBOARD-7116°AIRSPACE-3116'ANNEALED-.090 DWG NO.4256A DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER-311(°HEAT STRENGTHENED 20 4282 64282 ARCHITECTURAL CORNER KEY 7118"RAMI GLASS:3/16°HEAT STRENGTHENED-.090 21 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER-3/16°HEAT STRENGTHENED 1 111W LAMI I.G.GLASS:3116°HEAT STRENGTHENED OUTBOARD-7/18°AIRSPACE-3H6'HEAT 22 STRENGTHENED-.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER-311(°HEAT STRENGTHENED .970' -1 .348°--4j-.— 1.875° .050° .975° -U-7 75 �s ITEM 1 LA � y�2.78a° �, ITEM 11, 7/16 LAMI GLASS BEAD 1 1/16 LAW I.G. GLASS BEAD ITEM 2, FLANGED FRAME MArL:6063-T6 MAIL:6063-T5 MArL:6063-T5 DWG NO.4255 DWG NO.4254 DWG NO.4263 fora TE"MoGyONVE EXTRUSION PROFILES&PARTS LIST FXf7/ts03 A Aro cHANc+E7}RSSHEET NwP.aaqxlan� AL UA/IlNUA9P/CTUREMNDOW,IMPACT _ rmsarLc�ncP.E. sacaws.Fcso2to V/sibly Bette trot w 8 10 �OM641584 A PEMM2 FK 7/14W 8truoh°et i #12 SCREW,81/2°MAX.FROM #12 SCREW,81/2"MAX. CORNERS 811°MAX.O.C. ® FROM CORNERS& 11"MAX. O.C. 114"MAX. 914°MAX. 1/4"MAX. SHIM i r SHIM SHIM .130°DIA.MIN. pv� x 212"NAIL, 112'MIN.AT CORNERS �� -� r�-`_� 112°MIN.AND S°O.C. = EMBEDMENT _- _ �=- EMBEDMENT WOOD SUCK OR FRAMING 2x WOOD BUCK 2x WOOD BUCK (SEE NOTE 2) (SEE NOTE 2) INTEGRAL FIN DETAIL A INTEGRAL FIN DETAIL B FLANGED DETAIL C 14°TAPCON,812"MAX.FROM 1/4"TAPCON,812"MAX.FROM CORNERS&11"MAX.O.C. CORNERS&I V MAX.O.C.® lo (SEE NOTE 1) (SEE NOTE 1) 1/4"MAX. 1/4"MAX. T�SHIM F1 '.:++. ,: ;�:..�a .• 11/4'MIN. 1 1/4"MIN. ;,..:`.:...•.v :. EMBEDMENT .' a c wla�e •• .:••• 1x WOOD BUCK + .:4- ;;•�v' EMBEDMENTk••� :�.. • ' (SEE NOTE 2) � CONCRETE SOLID CONCRETE FOR HEAD&SILL FLANGED DETAIL D(SILL ONLY) OR HOLLOW BLOCK FOR JAMBS NOTES: FLANGED DETAIL E 1.USE ONLY MIAMI-DADE COUNTY APPROVED ELCO TAPCONS. 2. A-IN MIAMI-DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED,PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B-OUTSIDE MIAMI-DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR , AS APPROVED BY BUILDING OFFICIAL. ✓" rmn reaavaoor ANCHORAGE-HEAD SILL AND JAMBS �6�7 r:.x lZism A Qtb{WW7E t AW FASTEAMspAGNe �m � ALUMINUM PICTURE WINDOW,IMPACT Pow�cx�k p.e. F.K. 7/t4/Q4 NWCONt9•F!'9427i wslbly Bette Fw�mt NTS f0 a 10 4259.4 A p@039712 NMI�dAUE MIAMI-RADE COUNTY,FLORIDA 0 METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(I1CCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2"8 NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O.Box 1529 Nokomis,FL 34274 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:2-x Heavy Wall-Aluminum Tube Clipped Mullion APPROVAL DOCUMENT:Drawing No.6623,titled"2"Heavy Wall Mullion Arrangement Detail",sheets 1 through 5 of 5,prepared,signed and sealed by Robert L.Clark,P.E.,dated 5/24/01,bearing the Miami-Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small Missile Impact LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#01-0323.03 and,cons' o paw. ell as approval document mentioned above. The submitted documentation was reviewed b OA No 02-0701.10 N © } tion Date: June 28,2006 Approval Date: July 12,2002 Page 1 ....._.._._.. ANCHOM TYPE-a, TYP c•OR 'D• KWON ANCHORS BOTH Ennis ——"j ANCHORS. ANCHORS. OIAM GLAZW TYPEIr. rim le, PRODUCT 2 PRODUCT c'OR b� GLAZING c-OR c- BOTH azo PRODUCT h2 BOTH ENDS ANCHORsc a H SLAM GL42MTYPE B: At PRODUCT PRODUCT 'O'o 'D� Trp. H 7YP M BOTH£NOS H AffAL1ON Alt!<lfON H 4L- RAZING CIA.J i TfP. PRODUCT PRTPRODUCTGIAZING GLAZING GLAZING AJULIJON At4 I f J PRODUCT PRODUCT PRODUCT W a Wi+w2 H- HJ+H2 (2) WINDOWS MULLED TOGETHER WINDOW MULLED ����----IWWN------------�•J� J I �-- FOR DETERMINING MAX ALLOWABLE W/ONE ABOVE wI---ws---{ W a WT+762 -1 H HJ+H2 w= wJ+762+WJ DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE (�) WINDOWS MULLED H- HJ+H2 ON PAGE 5 OF 5 DESIGN PRESSURE SEE TABLES W40NE ABOVE MULTIPLE WINDOWS MULLED MAX OPENING = W OR W 1+W2 ON PAGE 5 OF 5 FOR DETERMINING MAX ALLOWABLE W/ONE ABOVE MULL LENGTH = H MAX OPENING = H OR Hi+H2 DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE MULL LENGTH = W ON PAGE 5 OF 5 DESIGN PRESSURE SEE TABLES MI)MAX OPENING = H OR H1+H2 ON PAGE 5 OF 5 MULL LENGTH = W OR Wi+W2 M3)MAX OPENING = H OR H1+H2 M2)MA, OPENING = W OR W l+W2 MULL LENGTH = W OR W 1+W2+W3 MULL LENGTH = Hl M4)MAX OPENING = WI+W2 OR W2+W3 MULL LENGTH = H 1 .. cr - G nPrRaWascOWLranawsm14 NOTES: er obbimrpt t.FOR ANCHORAGE TYPE, QUANTITY AND LOCATION o��7 wAmcow REFER TO SHEETS 2, 3 AND 5 Rra 01-e122.e ead 2.WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS °��'P.J.P. 1 4/28/00 J.MULLIONS ARE APPROVED FOR IMPACT & NON—IMPACT 4.REFERENCE TEST REPORT FTI.-2902, 2903 AND 2975 Robert C11/k 2" HEAVY WALL MULLION ARRANGEMENT DETAIL PZ#N712 row nrHm.00r DRIVE Po: wx I �'" s^°a aeruw Ra Rw Sh Lural KWOM. R 3.276 MKOW FL Ix 1 a5 6623 2• P.OLT.2jr MWCURLDJOWN "MULL 1* 1-4*OR 6*-1 —4"OR 6'-1 RME 2x MCMIJON 2 a= B=-,.,I I MULLION CEPoppaw sm WOOD CL01NOW OFF OF REARAWO TO MUT FULL aP TO FM AAIIN 0( CONCREYEJ 1 IAW, oppom Sim Ar-CM*a AND WOOD AWTALL AS SHOW mww7lo 2h (TYP4 oosos(� BUCK &CH OTHER) 21 (Typ, 02 FASTENERS 1 4 SIENCIEll MUV BE WIDE COUNTY cm wt 11 APPROVED.SEE mOwff it ow smucnm At CONCRM OR BLOCK 11 MIN. PASIENM FOR 2*kVLL I MULLION! MEW BE OADECOMW APFROMM SEE NOW 11 TYPICAL MUUION TO MLION INSM"ZION TME "A". -TYPICAL -MULLION M_5RLCnMWITH y 000 BUCK REMOVED FROM COW TYPE T OR 6"- RaT.2m MULLION r-4"OR 6*-1 PLQT.22xMUUJ0N l SM .S OPPOWE SM MMI. f appom SOB (80 AS NOT TO "Emw am 2h "a, R, *VOO (Tyl BLOCK -i (Typ) (Tw) BLACK Am 14 112 WOW SCREW AWL INTO lAw. IT=Immm AWT BE AW COUNW MUST HE WE caum SEE NOTE it .APPROVED. S& APPROVED.SEE ANN. -nPICAL AiULUOAL TO STRUCTURE WITH WOOD BUCK 72K 19*o WOW iwcK AND comc, TYPE T. do no" APMOVWA5CMrLyM=N7W 1.NOTE*FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED Mul" m" p SEE SHEET 5- FOR ANCHOR LOCATIONS SEE SHEET J. JUTM QUANTITY OF ANCHORS FOR MULL-TO-CUP IS THE SAME er AS THE QUANTITY OF ANCHORS FROM CUP-TO-OPENING. Wu 2. REFERENCE TEST REPORT rrL-2902, 2903 AND 2975 wpog QUANTITY OF ANCHORS SHOWN ARE FORA PICTORIAL TREPRESENTATION ONLY. FOR CORRECT QUANTITY OF -z P.J.P. �128100 ANCHORS PLEASE REFER TO CHARTS AND FIND THE Ft CORRECT MULL SIZE AND PRESSURE READ FOR YOUR X0batLasrkpjL 2" HEAVY WALL MULLION & CLIP INSTALLATION DETAIL SPECIFIC APPLICATION. PX#39n2I mal1070 mmHMOLOGY CAM& P.O. WX It" NOXOM PL %275 maxam n.U,' lx 2-f5 6623 3 EQ. SPACES MIN. FROM —4 MIN, FROM ENDS (TYP) ENDS (TYP) �� I 2� 8" MIN. -+ i (TYP) 15 M�. _.—I A, J- 2" MULL CUP W/rARI� &TOYED (8) ANCHOR LOCA77ONS MIN. MRUS t DBS 1 513 IMPORTANT: t QUANTITY OF ANCHORS SHOWN 2" MULL CUP REPRESENTT ARE FOR PICTORIAL A) ANCHOR LOCA77ONS MIN. FROM ATION ONLY. FOR CORRECT CmI UON DWG!5tJ ENDS (TYP) QUANTITY OF J-4 ANCHORS PLEASE " MIN.i (TMP) D REFER TO RTS IND THE MIN. FROM + L — I CORRECT MULL SIZE ENDS (TYP) I — 7 ,,,,,� AND PRESSURE i 1 1i 1 +t�v , REQ'D FOR YOUR1_ SPECIFIC � T— ,A, IOUs l� APPLICATION. 1 - MULL CLIP lWITABS 1 REMOVED {6) ANCNOR LOCATIO,( MAX. exmusm DwG 1511 ar asCD�nLrd WMrd6 CLIPFOR 2x MULL LENGTH L4 —— -4-_----- $am am MULL SIZE A' ——— 2x4x4 2 x 6 x 4 I � a-oaza•aa MIN. �^'�'A'—�..' � . ages: e�rw ar: tleKarona: P.J.P. 2" MULL CLIP (6) ANCHOR LOCATIONS ANCHOR LOCATIONS EXTRI/StON DWG,8 513 Tft. e 2" HEAVY WALL MULLION 1070 7ECt MOSY DRWf' P.D. BEC 0528 . scare, Shal: Oroaaip wRev: XOKC is FL 3075 AKWa a5, FL J4274 Mutts Ix 3 a 5 6623 4 6 4 451 --7 ,F 72 2 2 72 7 9 4 4 o 2x HEAVY WALL MULLS ` MAT'L: 6063—T6 '" APPROVED AS CQMYM MTN TH WM BY Moo 000 DIV1�011 ACCEPTANCE Na_?d•o 32 S.&I Rerod ey. o"BY Rsvwww P.J.P. '5122100 xobercL 2 HEAVY WALL MULLION PROFILES PEM712 tom TE O67'DRW P.O.BOX 15" 1 S-w/modem sedr isme., NO. 34275 MWOMM n.142741 MULLS lx 4-f5 6623 r 4 2x4x1/4 _ OPENING WIDTH IN INCHES 6 Anchors 50 60 70 80 90 100 110 120 13-0-T 160 42 170 170 1_70 170 170 170 170 170 170 170 �/g��)Mull 170 170 170 170 170 170 170 170 170 170 50.623 170 170 170 170 170 170 170 170 170 170 54 170 170 170 170 170 170 170 170 170 170 v _ 60 170 170 170 170 170 170 170 1 170 170 170 M1,u z $$ 170 170 170 170 170 166 162 1 160 159 159 Length $ 66 170 170 170 170 170 154 149 146 145 1 145 72 170 170 166 152 142 135 129 125 123 122 76 170 170 154 141 131 124 119 115 112 109 ' �OAenin9� it 78 170 167 149 136 127 119 114 110 104 Width L90163 153 136 124 114 107 102 94 90 f kvc aw-&L" 141 125 113 104 97 92 88 85 79Ho►izontai Muil 2 129 112 100 91 83 78.`•- 73 69 63 90 78 69 62 57 53 49 47 41 83 _ 72 63 57 s2 4s as 43 37 Opening 37 32 28 1 26 1 23 1 21 1 20 1 18 1 16 Width Wx1/4 OPENING WIDTH IN INCHES L 618 Anchors 50 60 TO 80 -9 100 110 1 120 130 160 M1,rr 42=0170,'1701170 170 170 170 170 170 170 170 170'!170 170'170 170'170 Length 48 1701170 1701170 1701170 1701170 17011701701170 1701170 17011 TO 50.625 1701170 1701170 1701170 170 170 1701170 1701170 1701170 1701170 1701170 170 170 MuMple Mulled Units 54 170 170 170 170 170 170 170 170 170 170 170 970 170 170 170 170 170 170 170 170 60 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 ? 63 170'17 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 Mull ? 1701170 1701170 1701170 17011701701170 1681170 18211701591170 15811701581170 th 72 170 170 170 170 170 170 T65!170 154 170 146 170 140 170 136 170 134 170 133 170 ftavelm 76 170 170 170 170 168 170 154 170 143 170 135 170 129 170 125 966 122 162 119 159 ro u, 78 1701170 1701170 162117 1481170 1381170 1301170 1241165 1191159 1181155 1131151Ar;a� 170 170 16NO 170 148 170 134 170 124 188 197 155 111 148 108 142 103 137 98 130 u . 90 17011701531170 1361170 1231164 1131151 1061141 1001133 96 1127 921123 86 016 Opening 96 165 142.170 125!167 113!161 104139 97 129 91 123 87 115-8-390-91-77-T.98 width ntel�screraffm+nM 108 1441970 123j163 1091141 98 1925 89 1112 83 X102 78 195 173188 =70,iWl 63173 BIW 111 1401170 1191154 1051133-1W-1118 861106 80!97 75!89 71 83.67 178 61 168 er 144 105 10889 90 78 78 69 69 61 61 56 56 51 51147;47 144 44137 j 37 - 000� ae�s e NIM BF 0327-es NOTES "°"' 1 Pte'•: 1.MAXIMUM ALLOWABLE PRESSURE IN PSF �� P.J.P. 4/28/00 2.DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, `�"" PRESSURE CHARTS CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. sl'/ J.REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 12" HEAVY WALL MULLION PRESSURE CHARTS 0712- 1070 f VHWLOOY Oftme P.O.am Ing sA bvmoaek smote: o s ma bg Pro. aw. WKMO�a 34275 14o1caMr� n x273 MULLS NTS 5 5 1 6623 H M MIAMI-DADS COUNTY,FLA)RIDA MEM -DARE FLAM ER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUrrE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE(NOA) PGT Industries 1070 Technology Drive Nokomis,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AM). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division(In Miami Dade County) and/or the AIV (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the A1-]J may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Series BR410 Mid-Rise Aluminum Horizontal Roller Window—Large Missile Impact APPROVAL DOCUMENT:Drawing No.4121-1,dated 04/22/02,with revision C dated 10123102,titled"Mid- Rise,Alum.Horizontal Roller",Sheets 1 through 5,prepared by manufacturer,signed and sealed by Robert L Clark,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this.entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as appro document mentioned above. The submitted documentation was reviewed b NOA No 02-0719.07 Y IN Expiration Date: January 2,2008 Approval Date: January 2,2003 x Page 1 0 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY.Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4121-1,Sheets 1 through 5 of 5,titled"Mid-Rise,Alum.Horizontal Roller",dated 04/22/02 with revision C dated 10/23/02,prepared by manufacturer,signed and sealed by Robert L.Clark,P.E. B. TESTS 1. Test reports on 1)Air Infiltration Test,per SFBC,PA 202-94 2)Uniform Static Air Pressure Test,Loading per SFBC PA 202-94 3)Water Resistance Test,per SFBC,PA 202-94 4)Large Missile Impact Test per SFBC,PA 201-94 5)Cyclic Wind Pressure Loading per SFBC,PA 203-94 6)Forced Entry Test,per SFBC 3603.2(b)and PA 202-94 along with marked-up drawings and installation diagram of a series HR-810 aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-3259,dated February 22,2002,signed and sealed by Luis Antonio Figueredo,P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis,prepared by manufacturer, dated 04/24/02,7/12/02 and7/30/02,,revised on 11/26/02signed and sealed by Robert L.Clark,P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.01-1204.01 issued to E.I.DuPont DeNemours for "Sentry Glass Plus"dated 01/17/02,expiring on 01/14/07. E. STATEMENTS 1. Statement letter of conformance,dated May 21,2002,signed and sealed by Robert L.Clark,P.E. 2. Statement letter of no financial interest,dated May 21,2002,signed and sealed by Robert L.Clark,P.E. 3. Laboratory compliance letter for Test Report no. FTI,-3259,issued by Fenestration Testing Laboratory,Inc.,dated March 26,2002,signed and sealed by Luis Figueredo,P.E. F. OTHER 1. None. MAWUCI P .E. Product Control Vjg6ilner NOA No 02-0719.07 Expiration Date: January 2,2008 Approval Date: January 2,2003 E-1 v NOTES: LARGE MISSILE IMPACT WINDOW 74" MAX WIDTH 1. GLAZING "7f'_98" LA1dRdAT{ _GkAS_S, PART$_, 7 ENGI'HENED GLASS 1M11N AN .�INTF�.AYER t��SENt'R1'Q�G�-� �~;3/18' HEAif, 33 1/2" MAX 33 1/2" MAX 2. CONFlGURATX)NS: OX, XO FIXED LITE OPER. LITE 3. DESIGN PRESSURE RATING: SEE TABLE 1. DAYLIGHT OPENING DAYLIGHT OPENING A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300-98. 5 3/4" 12" MAX. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS TABLES ASTM E 1300-98. MAX. TYP. TYP. 4. ANCHORAGE SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHEET 5. HEAD & SILL• MAX. 5 3/4" FROM CORNERS. MAX. 4"& 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 12° SPACING. JAMBS MAX. 5 1/2" FROM CORNERS. MAX. 12" SPACING. 05. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL 4 CORNERS OF THE FRAME. 7. REFERENCE TEST REPORT: FTL-3259 MAX.58 1 . 57" MAX. .090 SENTRY GLASS PLUS INTERLAYER FIXED LITEOPER. I.ITE 3/16" HEAT 3/16" HEAT STRENGTHENED GLASS DAYLIGHT DAYLIGiT STRENGTHENED OPENING OPENING GLASS SILICON: ITEM 41 63" MAX ADOW 899 OR .496" NOM. HEIGHT DOW 983 OR GLASS BITE TYP. DOW 995 42 32 12" MAX. TYP. 30 31 19 6 e� 8" MAX 8" MAX 5 1/27 4" MAx 4" MAXMAX. TYP. GLAZING DETAIL MEETING RAIL CENTERLINE (SEE NOTE 4) OUTSIDE SEE SHEET 2 FOR SECTION DETAILS Rbad 000.1 Remix ® SEE SHEET 4 FOR-FRAME CORNER ANS AplRave+ias eom iagwhb the SASH CORNER CONSTRUCTION DETAIL F.K. 10 23 02 Q — NO CHO 7M w Emi � —.J IGP_IDI MBmlBadaPR av ORS F.Kf1 . 30 02 REMOVE SM MISSILE DESIGN PRESSURE — TABLE 1 NEO. POS. INIPIURTItIES F.K.oesarrptlon: 4 0122102 ��ES N PRESSURERATING .S.F 1 fE>< ' '` icy ` t / ELEVATION & GLAZING DETAIL LG MISSILE 1070 OMIS. F0C1 `75"� MID-RISE ALUM. HORIZONTAL ROLLER NOKOMIS, FL 342T5 � (Lsr/-yl t O�, RoDerr PE,.38Clark. P.E. P.O. BO% 1329 Serbs/Model: Saab: p»rt p Ne. Rev: zT Y Vq ' sr.�,ae�al � , FL 34274 HR-810 NTS 1 - 5 4121-1 C INTERIOR 3 2 2.710" MAX. FIXED LITE MAX. OPER. LITE 14 20 22 23 DAYLIGHT OPENING 25 26 DAYLIGHT OPENING 24 27 28 11 14 13 7 2.784" 30 31 32 4o 37 36 34 X8146 I INTERIOR 39 38 MAX. WIDTH MAX. OPER. ® LITE DAYLIGHT ER OPENING XTERIO MAX, MAX. FIXED HEIGHT LITE DAYLIGHT , 25 26 SEE NOTE 2. HORIZONTAL SECTION OPENING APPROXIMATELY 25% OF SASH NOTE: HEIGHT TYP. (SEE NOTE 2) 1. REFERENCE TEST REPORT: FTL-3259 2. WINDOWS 42" HIGH OR LESS REQUIRE (1) ONLY, ITEM 25, SWEEP LATCH CENTERED VERTICALLY. Raved ey: Oab: Rerkdon� Approved as omaplyft wBY Me 5 F.K 10 23 02C-CHC LATCH DIM. pve Ravbtms piper Mks[` P�odat 4 7 8 F.K. 730 02 RE SM MISSILEJw 6To WNhM 111AZ, —FK. 4 22 02 ,0 9 VERTICAL SECTION VERTICAL & HORIZONTAL SECTIONS 1070 TECHOMIS FL 3 75 MID-RISE, ALUM. HORIZONTAL ROLLER NOKOMIS, FL 34275 Robert L.pork, P.E. P.O.BOX 1529 5er1eQ��0Oe7' °° �~r' ft Rer. Stru turas NOKOMiS. FL 34274 HR-810 NTS 2 5 4 121—1 !✓ ITEM DWG S DESCRIPTION VENDOR PGT# 1 4102 Frame Head 8063-T5 612237 2 4025 fSash S Std. 8063-T6 612244 r' 2.710" 3 1#8 x 314 PH.PAN HEAD TEK 7834PW B 4 4103 IFIenge,Frame Sill 8083.75 612238 5 4361 13.6W SM Add On 6083-T5 84361 8 4104 1 Frame MLMapler 6063-T5 612239 7 4126 IWIndload Adapter 6053-T8 64125 ® 2.594" 8 NO x.375 Ph.Pn.TEK S.SOS.STL 1.999" .062" NOM. 9 1094 Weep Housft NYLON 616 70250 10 1095 Weep Flap NYLON 816 70251 062"I NOM 4002 Range Frame Jamb 6063-T5 812226 12 1155-1 88 x 1.000 Quad Pn.SMS S.S0. S.STL 781 PDX 13 4005 Fbasd Meaft Rail 6083HS-T64 612228 14 1060 Wstp.,.187 x.230,fin seal 81080E 19 4106 Sash T and Bottom Rail 6083-TS 612240 O FRAME HEAD / 2.710" 20 1236 W DW .,.170 x.270 back,fin seal 67SIGG M W 6063-TS J FRAME SILL 22 1092 Roller Housi 8 Guide NYLON 6/8 70312 DG X4102 MAT'L 6063-T5 23 226 1 Brass Roller Wheels BRASS 7BRWHL2 DWG #4103A 24 4054 Sash Meeting Rail 6063HS-TS4 64054 1.363 - 25 1088 Sweep Latch DIE-CAST 71096 26 1016 08 x.625 Ph.FI.SMS STL. 785888 27 4007 Sash Side Rail 6083-T5 612230 28 4119 Walp.Bulb w/closed cell foam llhrafeb 64120 ® j 30 985 Merino Bead 7/16 Lams WGrill Kit 6083-T5 6985 31 4222A IGIvIna Bead 7/16 Lams SWI_T5 84222 .062' 7 ` 32 1224 lVinyl Bulb Weatherstrip"Thick" VINYL TP-247 1.451' NOM. 34 1014 IScreen Frame 3105 H14 61011 2.074" 2.784" 062" 36 1013 Screen Comer Ka Pol rolene 49103 NOM. 37 1073 Screen SpHM S.STL 78835 .062" NOM. 490" 38 1278 Screen Pull Tab Elastontetrk PVC 70409 � 39 1008 Screen Spline I Elestometric PVC 68535 40 Screen Cloth 61818 41 Silicon Adhesive-Dow 899,Dow 995 or Dow 983 O SASH STOP MAT'L• 6063-T5 � 42 Seth Block 3/32x25/64x1 71822 DWG #4025 l�J FRAME SILL ADAPT, 1.43 Glass 7/16 Laminated MAT`L:* 8063-TS 3/18 Heat Strep 090 Se Glass Plus,3H8 Heat hewed 1 1 FRAME JAMB DWG #4104 MAM 6063-T5 DWG #4002 R..dDots RMOom Apquvvd as cearStyia2 xjtk tAe F.K. 10123102 C R CT Mid 7 7213" 062' a TBLOCK IL I /. /� T F.K 7 30 02 REMOVE SM MISSILE 1+.875' /7 F.Z 4 22 02 NOTE: 0 WINDI�OAD ADAPTER � � PAR LIST & EXTRUSION PROFILES t. REFERENCE TEST REPORT: Frt-3259 MM DWG#44125 6® 107NOKOMM.FL;275 MID-RISE, ALUM. HORIZONTAL ROLLER Robert L Clock,P.E. S-W/Ibdmk -IP.O. SMet Ora«hv Ne. PE 83971242 Rer. • • BOX 1 Structurol NOKOMIS. FL a27a HR-810 NTS 3 5 4121-1 C .190• (-- 1.349° 2.155' 2.279" 7 1.211" .062` 1.342' 062" 2.326" NOM. NOM. ld 1.707" 3.159" TRIM 19 ®1 SASH TOP & 062" Z .062' TO FIT 3.500" BOTT. RAIL NOM' NOM. .062" NOM. 13 FIXED MEET. RAIL MAT'L: 6063—T5 MAIL: 6063HS—T54 DWG #410524 SASH MEET. RAIL DWG #4005 1'879" MAIL: 8063HS-T54 27 SASH SIDE RAIL 1.115" DWG 14006CMAT'L: 6063—T5 DWG #4007 i O5 3.50" SILL ADD ON N05OMM.. 676" 13 MAT'L: 6063—T5 DWG #4361 30 7/16 LAW BEAD 1.096" W/GRILL KIT MAT'L: 6063—T5 DWG #985A 050" 678" 12 � NOM. (4) EA. JAMB 12 (2) EA. HEAD & SILL 31 /16 LAMI BEAD FRAME CORNER & MEETING RAIL CONSTRUCTION ® MATL: 6063—T5 DWG #4222A® 24 27 etYne NOTE: n 1. REFERENCE TEST REPORT. FTL-3259 luri ft �eMPh�Bw9hjM 7mr7ffitp: f Ct Y F.K. 10 3 02 -NCHO DM Raved W. Dam: Revi�anm MLS 44N q�M/O2 COWER CO F.K. 7130102 R MOVE SM MISSILE al y: V F.K. 4722102 , EXTRUSION PROFILES - CONTINUED (4) EA TOP & BOTTOM RAIL tw. SAS H CORNER CONSTRUCTION ® '°NOKOMIIS.L32775 MID -RISE, ALUM. HORIZONTAL ROLLER Rebon L. Clerk, P.E. P.O. BOX 1529 sw-/welr Scale: shw: Grcrfn4 NY. CM2 NOKOMIS, FL 34274 HR-810 NTS 4 of 5 4121-1=6 APPROVED 2x WOOD BUCK APPROVED MAX. SHIM 1 1/2" MIN. WOOD BUCK 1/4 1 1/4' MIN. 1/4" MAX. SHIM EMBEDMENT MIN. EMBEDMENT I 1/4t MIN. 1 1/T2- 1 MAXJI r I 1/4" MAX. _A, SHIM #12 WOOD SCREW (In��: SHIM ISI 1/4-TAPCON W/ #12 HD #12 WOOD SCREW (SEE NOTE 1) iwv TYPICAL HEAD SECTION TYPICAL HEAD TAPCON W1 #12 HD HEAD SECTION (SEE NOTE 1) SUBSTRATE ANCHORING WOOD ANCHORINGAPPROVED APPROVED WOOD SUCK 2x WOOD BUCK TYPICAL JAMB SECTION TYPICAL JAMB SECTION SUBSTRATE ANCHORING WOOD ANCHORING #12 WOOD SCREW 1/4' TAPCON W1 #12 HD (SEE NOTE 1) __,1/4" Max. NOTES: SHIM 1. USE ONLY MIAMI-RADE COUNTY APPROVED ELCO OR RW TAPCONS. Y. 1/4* MAX. 2. REFERENCE TEST REPORT. FTL-3259 HIM A 1 1/2 MIN. EMBEDMENT MIN. Rowd W. aft Ravkb= APPROVED 'Gig-riv—Date. fievishmm Fkwl&do "aim 2x WOOD SUCK F.K. C - NO CHG 7HIS SFfT TYPICAL SILL S Read W. svvw4m A415 taLMOIX, MOD WR X111mal SUBSTRATE ANCHORING TYPICAL SILL SECTION Daft' F.K. 7 30 02 REMOVE SM MIS-$SUA ILA BY. WOOD ANCHORIN FX. M 0 &1 a .4 w2102 INEWSTNUES 0-arwo": ANCHORAGE 1070 TEMNOLM 27DPM NOKOMIS. FL 345 MID-RISE, ALUM. HORIZONTAL ROLLER Robert L. Clark, P-E P.O. WX 1529 S.WaslModek &ale. 0-t ",kq No. PE#39712NOKON11S. FL 214274 of 5 I Structural HR-8 10 NTS 5 4121- Inspection Worksheet ..p Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Pho e: (305)795-2204 Fax. (305)756-8972 Al Inspection Date: 02/28/2006 Permit Type: Fence/iMall Inspector: Grande Claudio Inspection Type: Final Owner: WING,JAMES Work Classification: Wire Fence Job Address: 1200103 Street NE Miami a �Shores Village, FL 9 Phone Number (306)754-6024 Parcel Number 1132060340290 Project: <NONE> Block: Lot: Contractor: HOME OWNER BuIlding Department Comments nspecfor Comments Passed Failed D Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Monday, February 27,2006 Page 2 of 2 Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138-0000 .� Phone: (305)795-2204 Fax: (305)756-8972 Permit Permit Status:APPROVED Issue Date: 1/11/2006 Expires: 10/19/2006 Permit Number: FW-12-05-1516 Owner's Name: JAMES WING one: (305)754-6024 Permit Type: Fence/Wall Parcel P. 1132060340290 Work Classification: Wire Fence Block: Lot: Job Address: 1200 103 Street NE Section: PB: Miami Shores Village, FL Contractor(s) Phone Primary Contractor Total Square Feet: 38 HOME OWNER Yes Total Valuation: $ 1,200.00 Comments: BMuired In ins IRON FENCE WITH GATES Final Foundation Additional Information Type of Construction:Other Additional Info:IRON FENCE Classification:Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $1.20 FW-1-06-23387 $115.10 Education Surcharge $0.40 Total: Notary Fee $5.00 Permit Fee-Wire&Wood $100.00 '.! N 17 PAI Scanning Fee $6.00 Technology Fee $2.50 l� Total: $115.10 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS,STATE AGENCIES,OR FEDERAL AGENCIES. Applicant n �s y Miami Shores Village Building Department a 10050 N.E2nd Avenue,Miami Shores,Florida 33138 - Tel:(305)7952204 Fax:(305)756.8972 6 . ED BUILDING Permit No. S PERMIT APPLICATION OCT 2905 aster permit No. ]BBC 2001 . .............. Permit Type(circle): (Buildin Electrical Plumbing Mechanical Roofing Owner's Name(Fee Simple Titleholder) �' ' e' l,Jt►.o- Phone# ',OC'�S`t- �a``t Owner's Address City C �PC,a State FL Zip IV Tenant([Awee Name Phone# Job Address(where the work is being done) t�1•00 tie, X03 5� City Miami Shores Vi a County Miami-Dade h Building Historically Designated YES NO Contractor's Company Name� �,t�(n2 Phone# Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name(if applicable) Phone# $Value of Work For this Permit t'"'00 Square Footage Of Work.• FkPPx ��� L.►µ�a '- ��'� Type of Work: ❑Addition ❑Alteration M<CVW ❑ R lace N ® epair/Rep ❑Demolition S N W tta�•G V t fou, 'FE ac.� I G n i 1 SA Sz 't"Di; s 1► G• Describe Work:_ K �� q LE. S lG a. P e R � \1 Fttac,C. If wr%a SU-jrC&dO;"-4 Gar- cat �rtr,gtr,tr,err,�,�r�r,ter,�,ter,r,��,��r,x,��r,�y��t�r��,��raa,�f,t�r�r,�,�,�,ray,u�r,�,�te�r*,r,�trf�,rr�►,t�r�r Submittal Fee$ Permit Fee$ �t/ - CCF$ • 20 CO/CC. Notary Training/Education Fee$ 0,40 Technology Fee$ �• --9-- 85 OLD Radon$ Zoning Bond$ Code Enforcement$ Structural Plan ew.$ Total Fee Now Due$ 1 k _ 0 ] 7 P ID (Continued on opposite side) n r 1JJ /i I � f Bonding Company's Name(if applicable) Bonding Company's Address City State zip c Mortgage Lender's Name(if applicable) 4 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: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regiilating 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 certbried 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 Sign..\, ` Signature Owner or Agent Contractor The foregoing instrumentw�as ac o }edged before me this The foregoing instrument was acknowledged before me this day of 6C .20 UJ'by IQ.Pyq ( day of .20 by who is personally 1 wn to me or who has produced who is personally known to me or who has produced As identification and v q, id argaS as identification and who did take an oath. NOTARY P LI �?' 3. Y PUBLIC: ',�. = -Expires:Jul 1 , Sign: BondedThru S• PdnL tlaotic Eton me Co..Inc �' Print My Co ission Expires: My Commission Expires: dn4irit9rUIrA iiri8n9nir&inTrirY fidr&ire4Tri+kir 4r4r4rivtnirinR4nhRinhirinY4iirfirdrir44ntr4e4tr49eir$risk&teinininYdrinBdrtrinktnBsYdnir4nteiriesYip&dririnY4dnirirdntriit•+ki APPLICATION APPROVED BY: l t o*;7o* plans Examiner . e/K %�a•Sr � Engineer Zoningthe 45/13/03 a VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE .STATEMENT I being the legal property owner, for the property Located at: OoD Nf, Loi S- (hj,•m% Shaae,.r> (IL laj Legally described as Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S.489.103(7),And I have read and understand the following disclosure Statement, which entitles me to slsrork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may bund or improve a one-family or two-family residence or a farm out-building. "You may also build or improve a commercial building at a cost of$25,000.00 or less.The building must be for:your own use and occupancy.It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption_ You may not hire an unlicensed person as your contractor.It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with-holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances,building codes and zoning regulations. Proof of ownership provided( ) initial of reviewing clerk.Tlid foregoing instrument Was acknowledged before me this R day o ,20 as— B who is personally known to me or who has Produced as identificatio ho did take an oath .. •• . . . . .. Owner •. . . . . . . . No •• •• ••• • • ••• •• ``,oTggy`A� • • • • • • • • • '� G _S OC u OwnerCoati � IOR10 • • • • • • • • rye' • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Miami Shores Village Building Department 10050 N.E.2nd Avenue ,. Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Permit No. Job Name l /.v . Date y o BUILDING CRITIQUE SHEET t-v � re •CP �iU D� Q Reviewer: Claudio Grande CAO 305-795-2204 Ext 430 • • • . • • . . • . •. . . •.• . . . • . ••. • • • . ... ri Sr"C r t �� AN olk . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ... . . . ... . . . . ... .. .. . .. � . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . ... .. . . . .. ... .. . . . ... . . . . .. . . .. . • .. . . . . . ... .. h t i �: _� A � .;- i aur ,. _,: _. :� ' I Ai p • E r , o � {19, 1 �� Sp , : .• 21 ° Approve u. 65 r. �, 351.x• pL. c� o� ` t r 51 o So a t3•� AS.� '" �1,Q 1,I� tom, C. wet,,„ , dam',' � �• , 40 .c7p •.� � Q � �- Ob.Cel �� .tea Z .. ... . . . . . .. . •• • 68 1M.0 a 0 7.994 2L.1 .� IR -Ib e41 6:11 Ill'!90 PACE I OF 2 0 00 0: • 00 00T Property Address: 000 •• • 1200 N.E. 103 STREET MIAMI SHORES,FL 33138 Notey-No I — ®v• �,. •• • •• •• • g • •• •• CCe ted BY: ;URYE WS CEfMFtCAnW-N•.I HEREBY ewiFY n(AT THis"Bt1UR¢tAM sUA��•EEY' • too D• • :ORRECT REPRESENTATION OF!3IIRVL+*'PREx'ARBD UNDER MY DT�EC�Y.THIS�OS¢PI= S tI oo • ARMALIM TECHNICAL STANDAI SET FOPTY. BY ATJE OFF ORMA BOARD Of IROFESSIONAL LAND SURPEFO IGI7-6.FLORIDA ADMOOSTRATiVE COOS PURSUANT rO 472.0217,FLORIDA STAIUi` Es --P/ AfIGUEL ESPINOSA °:; ° ••• LAND Sa'IRVEI'ING,INC. •• •s' •„ •i• • ..• 6494 S.W. 24rH STREET MIAMI, FLORIDA 33155 STATE OF SIGNED '� '• `� FOR TUE FAM •• • • • • f s� .• .: : • S :.3 ,' PHONE: (305) 746-3319 WIGLjEL ESPIN'03A P.S.M.NO.SIO. : .•� : : : FAX#: (305) 669-3190 ) IT E OF FLORID! o• 000 ' • • • • •• LB# 64 63 MT'VALID LNTHUM AtiAUTHE?MC ELFC P.ONIC SIONATUM ANA AUTM14MCATED ELECTRONIC SEAL ANPftT-415 5w 'Y 5 NOT VALID WITHOUT THE SIONATM AND THE ORIOLNAL RAISED SEAL OF A LICENCED SURVSVOR AND MAPPER it • I,`wK i40,01MIAMI3110RES SEt`t'X EIGHT to the Plat thereof as recorded In Plot Book i age 33,Of the Public ReRMSED.at�cola�s of Dade County,Florida. ; • ' and Tract 186-A,of MIAMI SHORES SECTION#G=REVISED,according to the Plat thereat,as recorded In Plat Book 310 fte d 1,Ofthe Public Itteords of Dade County,Florida. LE'G£ND "M rrmcr Cr7Vli AMSL 1W M alit OKAMCAa&MIRCS Ra$ I+GLVr Cr C4�V RUrr rew 0.9. OCCD 9001e I. UwUrr Me P. POwI ar CQIliI{NCCy�Arr rX rO"WAIL V arsCwnm OR Alta rN IRANSMU19A aaL Pawl am LNVr PAaPrArY CIYINCR aX VRML NOLrCAFv CAOLt MCA AC PMT Or CWVA AWM r La xrASLWrD r5Ml. CAgrurmr W WArM MrrrR P.R.C. POWY Lb'RCVMW CURVAnOr C CALCULAM0 CL. aCVA AON raEAMOW PACM.INC5 P.CC POWI Or MOOLM CWIVAAM a CECAR rr. rAWSWO nOW CLCVARON COVLIPCO ARCA AT. POW?OP•FAN"Wr rNLXawA"r ECAC roLwo £Q ^ Rrr aKAWM RrrRKLCCIrRw[ fxN. R R-OC AOpCRNAO rAShUN at cawcnrrr CNOAO COTS C awlr BLOW$Imx Wrr $ PRWPEArr LAM' LL...P.N' CCM PAtCtL'R-XALOk NAM A AAV% ( MAL) MCkA NAD MAL CrWERC KW CAL DAnN O/M OAIVCK41r LAC WICO ACCrss rASrxL'AT AIA AM MM jmt SCT ag,ROV,,CAp r:LR. MAW OM ROa WE � AIR CONDIT1aMrR S.P.N. Srr PAftV-HALON NA@ rLP. rolAw BION PrPC N.LSNO lar lOr 4#4: OrAKN MARK SAY 11/w Riew Cr WAY an a7lCIAZ RrLWIaS C&: CA WN OASW Lex MAWWW"BCNLTr MARK • N60 NAIL•MC aRa arrL7At RCCQi1VS 80aN � CALVAA 10 limps lBANK P.C. VRARIAW CASrUCNr P.C.P. PIRMAAFf7/r CONrROt pVgiF t CLU/L71CTC W.C. Wr CORKW U.0 wwrr rAstumi AMR PCRMAr4NJ AL7fRC1 xaAUxrN► m AND SS S1RPP r ra rou" PC PACO CA lk MW Or WA MR r4r. P PLAY NUL PAKWNr rA Far NYDRAW W. ^h.%.% ASPNAL r P.6 PLAY Saar c.tR CNAw LINA'FL'aCC r"SYWV arVAALW Certified To: JAMES D. WING AND COLLEEN CLIFTON WING, CLEAR TITLE SERVICES, INC.,ATTORNEYS' TITLE INSURANCE FUND, INC., EASTERN FINANCIAL MORTGAGE CORPORATION Community Number: 120635 Panel Number: 0093 Suffix: J Data of Firm Index: 3/2/1994 ON,�Aac xc�Ts: Flood Zone: X Date of Completion: 1/10/05 •• • LEGRIPTION PROVIDED BY OTHERS. • • •) • TOF THE ABSTRACT OF TITLE WILL HAVE TO SE MADE TO DETERMINE R�CQRI�NSTRUMENTS,IF ANY,AFFECT THIS PROPERTY. '• •• •'?) •TitE�AJIiD393H0'NN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER • • • • • UMBIrRANCES NOT S}iOWN ON TH£PLAT. Property Address: �) F THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND I? Y FTNA vCII4G IAND SHOULD NOT BE USED FOR CONSTRUCTION,PERMITTING,DESIGN,OR 1200 N.E. 103 STREETANY 07HBR PURPOSE WITHOUT THE WRITTEN CONSENT OF MIGUEL ESPINOSA LAND • • •• •�QRygy ••• MIAMI SHORES,FL 33138 • • • • :•g) :)NDER RTI NS OF FOOTINGS,FOUNDATIONS OR OTHER IMPROVEMENTS •• • • • • • WERE NOT ATED. ••: '•' 0.9) MLY E Alt ABOVE GROUND ENCROACHMENTS LOCATED. Serve MZ81 S2 7) WALL TIES TO THE FACE OF THE WALL. y' 8) FENCE O SHIP NOT DETERMINED. 4) BEARINGS REFERENCED TO LINE NOTED AS B.R. • • 91) YSI VEY MEANS A DRAWING AND/OR GRAPHIC REPRESENTATION OF THE PAGE 2 ®F 2 • • • •••S VE WCtRI�i PERFORMED IN THE FIELD,COULD BE DRAWN AT A SHOWN SCALE • • • • • • C •:• :• ': ��'NO I11TION FOUND ON PROPERTY CORNERS UNLESS NOTED. 12) NOT VALID UNLESS SEALED WITH THE SIGNING SURVEYORS EMBOSSED SEAL. 13) DIMENSION$SHOW ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. 14) ELEVATION IF SHOWN ARE BASED UPON N.G.V.D.1424 UNLESS OTHERWISE NOTED. 15) THIS IS AYSURVEYUNLESS OTHERWISE NOTED. 16) THIS BO Y SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON,THE CERTIFICATIONS DO NOT EXTEND TO ANY UNNAMED Accepted By: PARTIES. SIIRVMR'S CERTIFIC�'ION:1-WERL36Y 4CF,RTIFY THAT TH •@@G DAR SU Y"�A • TRUE AND CORRECT REPR SETv TATION$F A SURVEY PREP UNUlCM, ;i oPfllPN THIS •�. t��dZ� S .uiwm. -1—sj—�j COMPLIES WM THE MROMVW TECHNWAL STANDARDS. AS T FORT16 816 THE SrATMF FLORIDA BOARD OR'=PRQPESS197 4 LAND SURVEYORS IN CHAPTER 61=117!=LORA � 4DMINISTRATIVE CObr ALatS'YAaWtIO 472029.FLOWA)A STATU FEZ: :ESp� ' ,�C9"•c�,d��rlf4;•. O •• • • • • • MICi1El ESPIN®SA s •• • •• LAND SURVEYING, �..•_. '. 9 . . . . INC. ' ' 6494 • • aS'. 24TH STREET SIGNED ' FOR THE FIRM ••• MIAMI, �'L®RIDA 33155 STATE MIGUEL ESPINO �S� •rt0�'Q" �� •• ••R-S.AA JVO.Vol• • •• STATE OF FLORIDA � t SLA� 00 : : .' Pg:HONE. (305) 740-3319 NOT VAUD WITHOUT AN AUSHENTIC RLEt'rR0 rRa AND AV['}ffi�7.'u'7)��TR i'E�s� : : '.. FAX. (305)669-3190 AMKM TRI$MAP 13 NOT VALID WLIIIOUT 1M SIGNATURE AND THE ORZO i-i A 4 SURVEYOR AND MAPPEIL LB# 6463 s Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phon (305)795-2204 Fax: (305)756-8972 Inspection Date: 01/09/2006 Permit Type: Imported Permit Inspector: Grande,Claudio Inspection Type: WINDOWS Owner: WING,JAMES Work Classification: Window/Door Replacement Job Address: 1200103 Street NE Miami Shores Village,FL 33138- Phone Number Parcel Number 1132060340290 Project: <NONE> Block: Lot: Contractor. BEJAR CONSTRUCTION,INC Phone:9541431-5981 Buliding Department Comments 1200 NE 103 ST FINAL WINDOWS t � Inspector Comments Passed Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Friday,January 6,2006 Page 1 of 2 4144 GMIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204-SEP 3 0 2005 Building Inspection Request Date 2 O Type Insp'n Ftft( U—Rof Permit No. etr 161 Name ' Address Company I�� j± itcal &+Vtms Phone# IV, II -b1s1 Inspection Date 1 Approved LAY Convection Re-Insp'n Fee ❑ tv k. 9, t M P N . n 2I ;• fb P s Co�C, 1 . 0000 0000.. . . 0000 0000.. 0000.. • - . •....• ,0009 0 0 Q . :••- 9999 0 0000000•. r . . - 9 . .. 0000. r 9000 •999• • Z • F� N • 000' •0 i909 0900•0 t W rye t • t'^ PL. Zr o� 1 •. 0000.. 35.E , `�� .••�b� � GNPIq. 1. •• �. T' .. �p 43.15' LA • � •o;1v �.o S.qS �•o 1'n - Ii� o c f ,• r �• d• �o • �2 0p 5.,a 1ST � �.. • FF.E. 12.o0 o ZI 1.x,0 r . PL . ' ,. •r .t �� •8 11,5' t o � u 13 �Sr r ��' � • ' . •(P 3 4 .. Pp ' o asp �I3 ro �`. ci �, N `�� 20 PAGE 1 OF 2 . Property Address: 3'1. Gi 1200 N.E'. 103 STREET MIAMI SHORES, FL 33138 Notes:No Notes. �'E�liS1t�►.1•: �IPC�.'CE.g�.a.R.�•pe.'C�:"1-S-o'�j . Acce ted By: SURVEYOR'S CERTIFICATtON:t HBRBBY CERTIFY THAT THIS`BOUNDARY SURVEY'IS A TRUE M4D ,oRRwr REPRBSENTATIoN OF A SURVEY PREPARED UNDER MY DIRECTION.THIS COMPLIES WITH THE MUM TECHNICAL STANDARDS., SET FO RTii BY THE STATE OF FLORIDA BOARD OF 'ROFBSSIONAL LAND SURVEYO 1017A FLORIDA ADMINISTRATIVE CODE PURSUANT ro a78.D27.FLORIDA STATUTE �' ESP/ MIGUEL ESPINOSA .`sA,::; r '�9 LAND SURVEYING,INC. 6494.S.W. 24TH STREET MIAMI,FLORIDA 33155 STATE OF 51ONED mss ' FOR THE FIRM PHONE.-.(30S) 740-3319 �� siaiv NIGUEL ESPINOSA P.SM.NO.SI01 FAX#: (345) 669-3190 TTATEOFFLOWA LB# 6463 tOr VALID Wff=ff AN AUnOMC EI.I-IRONIC SIGNATURE AND AUTFMnCAM MXCMOMC SEAL ANDMRTM MAP S NOT VAWD WrrIR) nM S WATUM AND TAE OMODM RAM SEAL OF A LICENCED SURMM AND MAPPER. • • • :0: • • REVISIONS • • ••• • • e • ••• Goo .. Goo 00000 0 . • . . .. • . • • .e • • • • • • • • • 00 •• • • e •• •e• •• a' • ••• • • • • •• • . . . . • . . . • 00 0 py • .yam. ` � v sv _ • Z5 ad *vc o 4n '. W Y f . ° t C 4 YO ` ell/ �' fe CR. 1 = - MIAMI-DADS COUNTY.FLORIDA P` •• ••• METRO-DADS FLAGLER BUILDING • 900 ! • • • ••• BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAOLER BUILDING 140 WEST FLAGLER STREET.SUITE 1603 .'. .; .'. .'. *'. ." MIAMI.FLORIDA 33130-1363 : : •• (303)375-2901 FAX(305)373-1?08 gXtODUC'�' CON . msiNG SECTION Ctiinatrot Quality Aluminum Products,Inc. CONT3 3)375-297 S 297 F 0 FAX(303)37-4-2559 890 W.84 St. •• •• ••• •• Hialeah TL 33014 .'• �•�. � � � � �: '• .corrrnAcroit ENroncF.t+iF.N�'Devs�o�s •. ; •(303)373-2966 FAX(305)373-2903 PR0DUC r CONTROL DIVISIOX (305)375-2902 FAX(30S)372.6339 Your application for Notice of Acceptance(NOA)of: Aluminum Framed Screen Enclosures under Chapter 8 of the Code of Miami-Dade.County governing the use of Alternate Materials. eand ami D of Construction,and completely-described herein,has been recommended for acceptance y County Building Code Compliance Office-(BCCO)under the conditions specified herein. This NOA shall not be valid after-the expiration date stated below. BCCO reserves the.rtght to secure this product or material at any time from a,jobsite or-manufsctumes plant for quality control.testing. if this BCCO may revoke, modify,:or suspend the product or material fails to perform in the approved maluier, if . . use of.such product or material immediately. BCCO reserves the right todof the South.Florida determined by BCCO that this product or material fails..to.meet the requirements Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 09 . 4 Raul Rodriguez EXPIRES: 1 1/200 Chief Product Control Division THIS;s THE COVEItSHEET.5EE ADl)ITYONr* IcnR�pECIFIC AI`ID GE E A 13UILDING CODE A PRODUCT R>�VIE'NV COMMrffEE This application for Product Approval has been reviewed by the BCCO odapproved u d� �conditions Building set Code and Product Review Committee to-be used in Miami-Dade County, F forth above.. (G • Francisco J.Quintana,R.A. Director .Miami-Dade County. APPROVED: 11/16/2000 Building Code Compliance Office 06 %ts04500011PC2000kkWnP1A= mnce CWW dox . . . _...a ,a_.,.�.a::a�...,.;a�e.�:�� �,� sifrxk�ru^��r•<A,����.a���ag�sf:htta:ll .buildin8codconli��.com Y • •• •• • • • •• •• • • • • • • • • • • • . ••• • •. 0 .0913 4�._.. • • • ACCEPTANCE No. Climatrol Quality Ala,•ign p►rudaefs.Inc. 000 .: .'• •'• ••• ••' APPROVED 11/I6/2000 • •.• ..' ' • 1211112005 .000 • .• . . . . . ... .. • 1. SCOPE ecember 11, 1997. it :,mews the Notice-of No. which was issued on D This 97-0731.16 approves an Aluminum Framed Screen Enclosure, as described Code 994 Editiction 2 *of onoroAtiiami Acceptance, designed to comply with the South Florida Building , uirements, as determined by SFBC Chapter Dade County, for the locations where the'pressure req 23,do not exceed the Deiign Pressure Rating values indicated in the approved drawings. 2.' PRODTJCT DESCRIPTION • Aluminum Flamed.Screen Enclosure and.its components shall be constructed in sari Ct This. No, 1071 titled Climatiol$ou ,,Prepared by compliance with the followlag doctmme. 1- Drawing --sheets. j and 2:of 3 and Kerins Engineering,inc..,'dated July x, 1994,:last revised on June 12, 1995 .dated June incOri ,sheet 3 of . all bearing the Miami-Dade County Product Control Approval and oval dates by the Miami-Dade Renewal stamps'with the Notice of Acceptance numbers and appr ase approved County Product Control Division. These doeumeab sb.0 hereinafter be;eferred to drawings. 3. LIMQ'I•ATIONS . .All � .crit:�set components, included but,not limited to' embedded anchor bolts, must be • protect d against corrosion,contamination and ddinne-at all times. . 4. INSTALLATION . This Aluminum Frmned.Screen Enclosure and its components shall be installed in strict compliance with the approved drawings- 5. g 5. LABELING . the A permanent label with the imanufacturer's name" or Logo, city, state lmttom of each chair rain "Miami-Dade Count Product Control Approved, shall be attached to the 6. BUILDING PERMIT REQUIREMENTS m anied b copies of the following: 6.1. Application for building permit shall be.acco p Y 6.1.1 . This Notice of Acceptance. of ' 6.1.2 Duplicate copies of the approved drawings, as identified in Section-2 of this Notice Acceptance, clearly marked to show the components selected for the proposed installation 6.13 Amy other documents required by the Building Official or the'South Florida Building Code(SFBC)in order to properly evaluate the installation of this System. mel'my A. akar,P.E. Product Control Examiner product Control Division 2 JW �•�. _ .• :,�e;;•i••. �l••p� .r•t it:' .<. n°iJ.• r xSsi�,.. ..,: •&•j�• . ts. ' . � • :•'. :���•::;: �; t.�� _.• ' :�• ' "leo. , ,_;:___-00=09 3,04 • umwunai . " acts �in�. ...ACCEi{!'CAN Climatrol Ouslity Al`• ' - '' • •• APPROVED 11/16/2000 0: . . . . . . . . . tZ/111005 • 000 . •• •• EXPMES . • .. . � .. ... '.. .CONDY't'YO1V'S • • • • �TOTTG��'A(�r`r?�NGE: STAIVD� . • • 1 •Renewal of this Acceptance(appro Q ••• •• va shall Im considered°after a renewal application has been filed and e original submitted documents,iacludiagflst-supporting data,en"nearing documeats,ace ho older than eight (8)Yesm• lalmled with.the manufacturees•name,city,state,and1 the 2. Any and all ggMved products•shall•be 0=1111ecttiy.• Approved",: or as specificuslly stated in -the following•statement; WaaiWade Cocaity°Product Control APIA spWific conditions of this Acptanco• will not bwconsidered it ' 3. Renewals'ofAcceptance • a lige n`the,3dbdi-.Florida Building Code: the evaluation of this act i and the product is•tnot in°compiWide i iM'.the code cfnanges. gm. Y P . uc;t(ideMrta as_the one ori ' all Y approved including the b. The prmltictas no longer thn: tme`p, eq�:of this a� . . c. If tbo Acoeptanc a holder•bas°trot complied•wttlf all the requiam correct ia3etallatioa:of the eruct.. si ed and sealed the .required'doaum+�ntation initially d. The engine", who`:d iguially-prePw :•. , cticin the eti e"S profession. • submitted,•ts no longer,pra g 8!n .. . An revision or change in the nigarials;-use,and/ormanufa- re of the product or process`s through the 4' Y unless' nor wnttea•approval..has bei► S*i ( be cause.for termination of-this Acceptances . P ce filing of it revision application with apl�priate fee)-and granted by this'oi I • 5. Any of the following'shall also be�grqunds for remount of this Acceptance. a, . ormaace of this pmthict or process. or other Unsatisfactory pert'".. . ' b. Misuse of this`Acceptsnee as.an eindwstment.'of any. product, for sales, advartising Y purposes. -by the words 1Vliami-Dade County,Florida;rand followed by the 6. The Notice of Acceptance number.preaOded expiration-date may be displayed•in advertising literature. If any portion of the Notice of Acceptance is displayed,then it shall be done in its entirety. • ' 7. A'copy'of this.Acceptance.as well as approved drawings and other.documents;. •on where�it appes, shalt be the job sitelili provided to the user.by-the manufacturer or its distributors and shall be available for ink at at all time. The engineer needs not reseal the copies. , 8. Failure to comply with any section of this Acceptance shall Ire cause for termination and reM&R.l of Acceptance. 9. This Notice of Acceptance consists of pages L.2 and this last page 3. • END OF THIS ACCEPTANCE . He1my A. ,Pa-Product Control�EX�W�M. product Control Division 3 • BY: COASTAL & NON- - •4S-'AIG 7ME ASCE 7-02 146 MPH EXP. "C" . • •-• • • • • ••• FLAT SPAN BEAM SCHEDULE BASED ON 10 PSF ROOF LOAD ACTING ALONE ZO` MAX • . •• h�l • ' .-B •SPANS AT GIVEN SPACINGS rMAX MARK SIZE Ti T2 •- -3'-•0' S'-A' d'•4' 6'-6• 7•-0' 7•-6• 8'-0' 3J' W E x 8 .045 .043 6'-O' S'-r S'-S• S'-E' S'-0' 4•-9' 4 -B•Box am. 8 x 3 .043 .045 W-0' r 7" r-E' V-0' 6'-4r 6'-5• 6' 1't/49t + 1/4`x 1/8' DL4GpNpt WMD Bmc 8m 8 x 4 .100 .043 �'S'•4�• fib' • E'-4• 11'-10• 11'-S• 11'-0• 1Q'�8' TVP. (3ip$$Beat JIM E X 3 .116 .050 •! • -11' F24:f-l* 14'-4' 13'-to' 13'-4' ,3'-0' SmmNS ON � E X 6 .120 ON • is +d••1)' • 14'-10• 14'-3` +3'-0' 1+,p-{• Hl 0 - B•„ OWL E x 7 me .055 LAP 22'-0' 20'-+0` +s'-2' +b'-b-. ,r-1o• +7'-r- 3/8'T 1s w ROOF BRACING LAYOUT • Box �• E X 8 .224 .072 LAP -261-Y 83•-8' E3•-E' EE'-3' 81'-6• EO'-1 /1/4'RADW U BoxBas 8 X9 .306 .088 LAP 3'3• 31'-1' E8'-rE7'-6• 26'-7- E5'-9• Bta, &tti 2 x 10 .3111) .092 LAP 38'-r 36'-9' I 3S'-1` 33•-9' f 32'-6' 3t'-4" 30'-4" USE 3/ (per $� ( 'yw ALL 16 R00!' 9RAf�S 1Mi#RE� OWN i 189�R 11 RRoorr W PAM 0 a COMBINED LOAD OF 7.4 PSF ROOF & 24.42 PSF WALL InEAR >L D° Har M I IERIOR SPLICE PIAM DO Nat DM' MANSARD BEAM SCHEDULE SNAP BEAM 4 +/4''RADNS ACTING SIMULTANEOUSLY • � T-1 Box Bar► E X 7 .220 .036 LAP 16'-6• t6'-b' tb'-2' t3r-S* 9' 12'-4' 111-00 g'-p• o + 1141k + 1/4•x +/8'DIAGONAL WAND W Boat e n 8 X 8 .224 073 LAP E3'-3• 23'-3' Ei'-10• -S' I r-0' 17'-1 16'-8' Q• BRAC9dG. 1)m, 1)m. E X 9 .306 .088 LM 3E'-S' �'3• 81)'-S' -9' ES'-3' 83•-I EE'-6• 3' Ti9S i:1iB£RIS70 9EtbED1)•x Ban. 2xt0 .w .092 LAP 38'-3` 36'-r 35'-1' 32•-r 30•-g• 28'-r' SPECIAL U-BRACKET FOR ALL mROOTo KIN& v 8F . NOTE: BFJ1M SPANS SHOMIi ABODE WERE REDUCED TO COMPENSATE 1RiR AXNL Chi LOADS. • � •T-8 2• BOX BEAN6'NK,eaE Ox max tic X t i/2'SMS. � n PURER TABLE N1EIIWY LINE I�NCAIES MA> S SPAN FOR 4' GWTER -r SRACXE�. NO LIMIT 10 b'OUITER MMOk BRACW. 1 ok 2 EACH SIDE of{ALLHIL ?'-0" AS PURUN AND CHAS 5I.. PLACED N ItN LY. (� 2 X 2 .045" .045 HQt.LOW IAAX♦11lRd SPAN � � . E X 3 .045 .045 NO3..t.OW SPAN - 11'-Cr AS PURUN AND CNi040 . NOTES NAXINUK SPACING OF PURLINS a 84'. MAXINMRI AREA IN ANY PA1EIL a �6 S& FT.S 88pgOp Y pWAY BE�I= Q "MAXINUM SPAOF 2x2 CKAIRRAI S ' ' ^% VONS SHOWN ASOK ARE CLEAR SPAIK 4' MAY SE ADDED To EACH SPM"W LAP-BEAM CORNER ROOF BRACE DETAIL 00 � g MARK SIZE Tt T2 TYPE MAX: COLUMN HEIGHTS .-AT GIVEN SPACINGS _ aExaXI/4' STRUCTURAL ANGLES V/ 51-0• r-6• 6'-0' 6•-a• 7•-0• 71-6- 8•-0• .as• 1/40 THRUBM.TS AND 3/8'x 3' ANCHORS AT EACH-COLUMN. Box Col. E,x 4 .10D .043 LAP 7'-11• 7'-7' r-E' 6'-11• 6'-B• 6'-S• 6'-3• USE 1/4'ANCHORS BETWEEN COLUMNS Box Coi. 2 x b .116 .wo LAP r-8' So-so r-4• W-00 7-S, 7'-N• 7-30 2 X 2 PURLIN ON 24' CENTERS. 4 I1r ol3- Box COI. a: x 6 .120 .030 LAP V-3• 9`10' r-5* 8'-i• 7'-10• 71-7- ?'-41 Box Ca. 8 X 7 .220 .OSS LAP iE'-6• 11'-11• 11•-S! 111-00 IV-7• 10'-31 1 V-1 i• 14 X 1' SMS MAY BE"USED IN BOX Col. 8 X B .224 .088 LAP 15'-9' 15'-0' 14•-4• 13'-9• 13`-3- LE'-10' 18'-3' •043' OF TNRU80.T5. 80X C13LUN9H NOTE, NO SPACING OF CHAIRRAILS IS 661 SPANS SHOWN ABOVE ASE CLEAR SPANS. 4' MAY BE ADDED TO EACH SPAN SHORWK 1/4'X 3' TAPCONS 2x3 AND 2X4 K -LOAD SEARING BOC COLUDIS M4Y BE INCREASED AN ADOMONAL 4 x TO THE HEMM SHONIN ADM -' �iM1Y BE USED AS FOLLOW& W. � 1. X2PATIO AIL OTHER CmXlNNS To REHAB THE SAME ° • . • • .. . . r 2 TAPCONS: FOR UP TG Jr-Do SPAN NOTESs DESIGN CRITERIA, FL1RIDA BUILDING CODE, 2004 r •+ •4r r • ► ► 4 TAPCONS FOR IF TD 241-W SEAN. 4 •4 4 , ASCE 7-08 EAT EACH COLUMN• XPOSURE •,� .o• AND 20. ON CENTER BEIVE:EN COLUMNS.ROOF � V RAMID SUES $HiALL 8E COVERED Vm SCREEN CLOTH BEDS+ 6Oa OPEN OR GREATER ONLY. C WALLS DESIGN WIND LOAD IN a OUT--- --24.42 PSF ■ Q: 2) THE EXISTING STRUCTURE K)ST K CAPARX OF SUPPORTING THE LOADED SCREEN ENCLOSURE USE 2X2X1/8' ANGLES FQR SPANS UNDER TES! LOAD WIND & OUT 36.63 PSF { 3) NE7AL STRUCTURES.WITHIN S FT.O SHINlSING POOLS StiALt >E MOM PR NES 680-P^c LIVE LOAD UP 6i -10.0 PSF --7�' --- FDi SPANS OVER 181, I tu 4) ANCHORS TO CONCRETE & MASONRY SHALL BE 3/6 x r ANCHORS OR APPROVED EOUAL. TEST LOAD UP & DOWN .- ILD PSF NIH.• 8'•X8' C�ITINUOUS FOOTING W/ 1 M5 4 - 2X2X1/8' $ASE ANMES ESS UNLOTHERWISE SPECIFIED. DEFLECTI�I LIMITATIOM / MAXMAY BE USED AS SHOWN CO CL. !! "� V N) CONSULT ENE,IIEER OF RECORD FOR CONDITIONS EXCEEDING THESE SPECS. A►tuN1NUN ALLOY 6063-T6�S OTEERWISE SPECIFIER DETAIL OF ANCHORING TO FOgTING W PLACE OF 2 - 1/4' ANGLES � Z L -. O ON COLUMNS SUPPORTING BEAMS. CARRY BEAM TABLE EnS=X Simi== ANCHOR BOLTS TO EXPEND 1 1/4- BEYOND ' W to CARRY 8EAM CHATT. OR DRILhC PAVEMENT SUHRFACES CO WHEN USING 4 ANGLES, 1/4•X 3' ANCHORS MAY BE USED. CLEAR SPAN OF MAX SPAN OF CLEAR SPAN DF MAX SPAN OF N07'E: �� ALONG END WALLS E X 7 CARRY BEAN SCREEN ENCLOSURE 8 X 8 CARRY SEAN SCREEN ENCLOSURE 1 REQUIRE ME PAIR OF 2MI/8' ANGLES / co„„, IV- Do r4tAXItNRa 14'- a r4NAX1N UN $ �Mµp10.Ati1JE UNLESS COLUMNS ARE 2X5 OR GREATER J/ 1Lg,M CARRY BEAM BOX BEAM THEN TWO PAIR AN0.ES ARE REQUIRED RB.M 1E1- 0' 86'-3' 1&'- a 34•-3• 14'- a it-4• 18'- a •-61 i � AND APPROVAL OF•THIS PLAN OR ANY PARI 16'- a 10'-s' 2a- a ib'-9• \2--a3/,r AN6tNS Mott ,L4. 1NRUBOLTflTHEREOF OR ANY oTEHER USE SHALL ONLY ASSHOWN. 2 1 4•THRI310LTS ADHD �'++' 2'X 2�( 1/6 ANGLES. BE DONE BY RAMMS ENGMEERMG, INC. 51-2, 88'- a la-7• z. vaaT 3, ' sa�+aNa THIS PLAN IS INVALID UNLESS SIGNED AND SEALED BY C WMAXIMLIM SPAN SHMIN IN BEAM TABLE ABOVE. ROBW S. MONSOUR FOR EACH PREMIT SUBMITTAL "a%-NmaWe ■v • s . • - • ••• • • -• ••.• J,�O F N`: rf AJ!A- Lt 06E A S L i_ / r 8 Q A CUrANCENO.,��b V"l�3• -i W. • . BEAM •AND pWMN SCHEDULE � 2: lH4AX .� � • . . . . a MAX : : . .M Ate MNS• AT GIVEN SPACINGS ION MARK SIZE T1, T2 • •TYiE 80• •s'-6•• 6•+O' 1 6'-60 7•-00 7'-6' 8•-0' %.;C_COMPUA CE0"ICE I 35 HAX I Boa Bm. 2 x Y .055 •055 t4tS.LOv 6'-IC• 6'-91 61-7• 6'-4• 6'-3' 6•-1• 5'-11• Be. Brn. P x 3 .OSS .OSS SNAP 9'-T• 9'- • '-0' 8'-9• 8•-7• 8'-4' 8'-2' i t/tat t/4': 1/Ir DIAGONAL R114D Fl f Be. Bm. 2 x 4 .062 ' SNA=. '�6': :1?�'s2' j1•-9• 11•-5• 11•-P' 10•-f i• 10'-8• 7YP. CROSS BRACING. SCCTI0142 HRVBOL Bea Bm. P X 4 .120 .054 • 4•t3'• •f '-9' '-4' f3•-0• � 12'-8• 1Y•-5• lP'-Y• - _ • � � � '� 1 1' SPECt4:.U- BRACKET Bea em. 2 1 5 .062 .062 St ts•- r t4•-r. ,4•_r 13•-lr tr-r 1s•-r tr-iv s� T TS ,xr 'DCX wmi ROOF BRACING LAYOUT •� sea oft _ Y x 6 .130 .055 LAP 19•-10' 19•-r ie•-B' it-r I it-9' 1r-r 16•-9' � /t/r RADIUS �� � �• / '� Bea sm. 2 X 6 .120. .062 SNAP 19•-11 19'-4•. 1e'-9' 16•-]' 1r-ir tr-r tr-r Be► Bm. P X 7 .130 .068 . SNAP 22'-11• 2r-71 21•-r 2t•-4T• 2C-6• 20'-t' 19•-T Bea Bm. 2 X 7 .130 .055 LAP 21•-r. 20•-r 19'-9' 16'-i1' tr-r I tr-r tr-r USE 3 16'a r: OEM OF 8 P ,% USE_3/16's S'a (mm Or BEAR) PL IZ / � � ` � { �'•3 Boa lUn. Y X 7 .280 ' .070 LAP• 27,-1, 261•3' YS'-S: 24'-9' Y4•-P• 23'-7• 23'-2• I ON ALL 6 DUDR RW BRACES WHERE ON ALL OftCR10R ODF BRACES WHERE 8e: em P X B .224 .072 LAP 20'-8' 2T'-9' P6'-li' 26'-3• 23'-T• 23'-0• 24•-b• QNTDtlOR SPLICE PiA1E5 DO NOT iXIS[. ORFRIOR SPLICE PtJUES DO NOT 0051 Boa Brn 2 x 0 .224 : .082 LAP 29%4r 26•-r 2r-r 26•-r Ir-1r 2S•-r 24•-1U• SNAP BEAN 4 1/r RADIUS ■ i - � Q Bea Bm. 2 X 9 .224 . .072 LAP 310-3 30'-3• 29'-31 28•-1• 27•-2• 26•-Y• 23•_4• T-1 �j 4�1 8� V/ 3 Bea Bm. 2 X 4 .320 + .082 LAP 34'-3• 33'-3' 32'-3• 31•-S• 3O•-B• 30•-0' 29'-4• t ? o t t/ra t t/ra t/Ir DtACOt:Jt.YCI. Q A tci Z C Ba Bm. 2 . 10 .350 .092 LAP 38'-r 3r--r 3r-r 3S'-C 34•-r 33•-r 33•-•0' � r Y �3 it' BRACING. O t7 s� PURUN TABLE a HEAVY UNE MCATES WAXII.= SPAN FOR r CITTTCR'2 BRACKET. NO UtUT TO r CUTTER BRACKET. '*IS UWER IS TO BE USED /•1 F It V 2 x 2 .OSS _-.0135 H=DV NAXMM SPAN -r- WAS PUALIN AND amm: '�� SPEM U-BRACKET FOR XL ROOT BR�CE4G. (7-� E I P x 3 .055 .055 H7 LD: MAmm SPR! -r- 0• AS PURLM AND CK~_ p•e $ W a< T-2 2.S' BOX BEAU 3,•t4• I-Air a u+C.L !$lits MAX1l11M SPACING LIF PURLINS ■ B4•. MAXIKW.AREA IN ANY PANEL* 36 S0. FT. -eN= /MS toriuzx: A / jt0 X 1 t,'2' SUL I tdAXDAUtt SPACING Or 2x2 CWWUW'S - 6tr AVC. it �L 1A1XRti7Y SPACING OF 3X2 CHNRRAILS - 7r Ate• SPANK SHOtfN ABONE ARE CLENA SPANS.' 4' WAY BE ADDED 10 EACH SPAN SM3t �� r!I 2 EACH SIDE OF CO'.Ut4iL . =.•t- PLACES OliE704J1'SY. PARI: SIZE T1 T2 TYPE MAX. COLUMN HEIGHTS AT GIVEN SPACINGS lo* U-BRACKET PAY K USED s•-o• 3•-6• 6•-o• 6•-6• 7•-c• 7•-6• B•-o• • LAP-BEAM rPROPCILY Posttiofun. CORNER ROOF BRACE DETAIL ' Boz Col. P X 3 .055 .OSS SNAP 6•780 6•-6• 6•-P' S•-It' 3'-9• 5'-T• 3•-4• E D �x ' Boz Cot 2 X 4 .062 .062 St4AP 9'-P 91-90 0•-4 8'-U# 7•-9 7'-5' 7•-3 2X2X1/4 . STRUCTURAL ANGLES Y/ Boa CoL 2 X 4 .Ito .055 LAP il'-1' 10•-7' lo'-1' 9•-B' 9•-4• 9•-o' 8'-9' .OSS• 1/4' THRUBOLTS AND 3/1Fz 3' ANCHORS Box Cel. 2 a S .062 .062 LAP 13•-4• 32'-9• 1P'-2• f!'-9• 11'-4• 10•-11' 10'-7' AT EACH COLUMN. Boa COL 2 X 6 .130 .055 LAP 15'-10' 150-1' 14•-5• 13'-10' 13•-4• 12'-11• IY'-6' USE 1/4- ANCHORS BETWEEN COLUMNS I 4 1/7 r I '� (ti I Boz Col. 2 x 7 .130 .054 SNAP f6•-6' 13•-9' 13'-1' 14•-38 13•-11• 13•-6• 13•-0• 2 X 2 PEURUh ON 24' CENTERS. ' Boz Cel. 2 X 7 .260 .070 LAP Y2'-0• Ll'-4• 20'-9• 20'-1• 19'-<• 18•-8' 18'-f• r..5: ..., Box Col. 2 X 8 .224 .082 LAP 23'-10' 23'-l• 2P•-I• 21'-3' 20•-S• 19'-9• 14'-2• , PLA X Y SMS KAY 8E USED IN i { O <w .035 PLAICE OF THRUBOLTS' 80% C�LMtN _ < •' ' 1/4'x T TAIPCONS N88 NOTCt MAX SPACING Or CHAIRRAILS IS 781 SPANS SHOWN ABOVE ARE CLEAR SPANS. •r MAY BE ADDED TO EACH SPAR SH01YN. /MAY BE USED AS FOLLOWS: C 2X3 AND 2x4 PK H-LOAD BCARWC BOX COUAGG WAY K2 INCREAS'ED AM AtxxIlO"10 x TO THE HEIGHTS SHM N AXNE,' ° 1 X 2 PATIO a' ALL OAR GDU)MS TO REMAIN THE SRAC • • , ►► • a • 2 TAPCONS FOR UAP TO 12'-0' SPAN • ' • 4 TAPCONS FOR-UP TO 24,-0• SPAN. Q 00 6- ._ DESIGN CRITERIA SOUTH FLORIDA $UILDING CODE •a• ► `. a ` AT EACH COLUMN. t0 ASCE 7-88 o a ►O. AND 20. ON CENTER BETYEEIN COLUMNS. I) RTX7r An SIDES SlW.L DE COVERED VITH SCRC CN I GOTH ICING 602 DPCN OR GREATER D>Ly. 21 TIC EXISTING STRUCTURC MUST IE CAPABLE Or SUPPORTING TFC LOADED SCRCCN ENCLOSURE. yAtis DESIGN VWD LtSAD W L OJT 19.6 PSF x TEST LDAD VIND W L OUT 29.4 PSF t USE 2%2X1/8' ANGLES FOR SPANS UNDER 18'. z"C 31 HCTAL STRUCTURES Vit•H1N 3 rT.tir SVNDUNG POOLS SHALL IE GROUNDED PR RLC. 680-22 ROOF' LIVE LOAD UP L VM 10.6 PSr FOR sPw s OVER 18', ' 4 - 7=1/B- BASE ANGLES 4) ANCHORS TO CONCRETE k tAASONRY SHALL BE 3/8X3- ANCHORS OR APPROVED EQUAL TEST LOAD L1' L DOVN iS.9HIN. 84XB' CONTINUOUS FOOTING V/ 1 85 MAY B-/ c USED AS SHOWts LPA.., UNLCSS onavlsc sPCClricD. �• DCrLMTION LiMITAtION= 80IN PLACE _ 6i'r•1 r-4 lti : ALUMIWL ALLar 6063-T6 grafts animvlst SPEclrin. ° ati COLUMNS SUPPORTING BEAMS. •~ . DETAIL OF ANCHORING TO EDDYING o o �►� CARRY BEAM TABLE ANCHOR BOLTS TO EXTEND 1 1/4• BEYOND I• r MARRY BEAM CFIATT. OR (RICK PAVEMENT SWACES YH�FN USING d ANG:.ES, ,I/4`X 3' ANCF�CS MAY HE USED. CLEAR SPAN Dr MAX SPAN Dr CLEAR SPAN >f VAX Or NOTE:'COLUMNS ALONG END WALLS � � 2 X 6 CARRY SCAM TMCCH ENCLOSURE 2 X 7 CARRY BEAR SCREEN ENCLOSURE VAR Cr REQUIRE ONE PAIR OF 2X2X1/8' ANGLES APPRO'iW AS COII,PLYING W TH THE ' +. 10'- 0• ■MAXIMUM 14•- 0• •: KPAXIMUM CARRY BEAIIDCLWJK UNLESS C13L.UINS ARE 2XS OR GREATER. SGUTB FLORIDA 0111DiNG CODE I 12'- 0• .MAXIMUM 16•- 0' 27'-T• �X BFJvt THEN TVO PAIR OF ANGLES / DAT 14'• 0• eNAXIMUl4 IB'- 0' 20'-1• ` INDICATES ARE REQUIRED. OT 1 . 16•- o• 23'-4• LO•- 0• , 14'-9' •�2alxlhC ANGU'S atiN tl4' rAMOVS REPRODUCTION AND APPROVAL OF THIS PLAN OR ANY 2 VC"U900S ASA :MYTH 2'X 2'X 1/r AwOi m THEREOF FOR C014STRUCTION OR ANY OTHER USE Plt000CT CO ROL 0{YlSiOH 1e•- o• 14'-0• Yz•- o• fo•-t• :-.a 1, i/r u S"0'x BE DONE BY RAMMS ENGINEERING. INC. ` BUILDING CODE COMPLIANCE OFFICE I V ll� R � THIS PLAN is IHNAUD UNLESS H SUB AND SEALED 1 ACCEPTANCE N� -D H{AXIH{lAl SPAN 1tt1 N i ABOVE. EP • SHD i BEAM TABLE (�� I r LIT7 • ., M,.. • � t ROB-RT S. u0NS0UR FOR EACH SUB A.- W 3 , = t M �Y •• •• • • • •• •• • ' ' ( 2X3, 2X4. 2X5 ;; T,1E6 Box IWA)• � ; •1X2X3/16' ANGLE 10 LONG • USE 1/8'X 2'X !li STR]iiPSitliTtli i i i •i• AT EACH SCREEN ROOF BEAM I SX 4-X i/Ir PLATES BOX BEAT» 6 /14 51x5 TOTAL TR EACH SIDE OF SPLICE ) S AND 4' BEAUS.1 t10 SYVIP2ANr-L t THRU TWO 1/4' THRU SOUS VITH 4 114 SUS AS SH01T.I. �. o Ri N14 SMS o .2X7, 2X8, 2X9 AND 2X10 BOX BEAUS ) �— o o BOX COLUM. USE 1/!T X 21CI'S4'OC $PLI�E:) :••vA�it t O0 011/rff72' 14 114 SUS T T • • • •• • • • • O ° o ° °� 1/4' THRU BOLTS PLAS CAE END %%UHC114 SUSO AS SHOSI.LrR41160AY BE t15ED:• ° o° 3''RISER STRUCTURAi. GUTtER BEAMBI PLACE OF 2 ' STRAPS. ° _ ALUM. ROOAIeL RLA'[�8 ••• •• 1.� 1/4' THRU DOLTS V/ WASHERS ° ° O O 0 • ••• • • • • •• •1C�4 O •3*** PLAICS-W711414 SMS AS SHOVN �" BOX BEAM2x2XI/B' ANGLE V/ 914 SMS 2X2X1/B' ANGLES � ° o ° •a4T:PLA'I�S:Ti 1ibTi li1tTDE OF 3" BOX BEAM 2'X3'Xl/8' MIGLE ON EACH SIDE A� 3/�= ANCHORS �o BOX BEAMS AS SHEM.' ON DETAIL /TYPICAL. EACH CORNER ! iv o° o 0 0 0 o it_ STRUCTURAL .GUTTER DETAIL ° 2X2 SNAP AND 1X2 SNAP. 30QfrXrIr LAGS.202 �,°/.��` _ v o ° ° 1 7/C 2,T EA. COL AND A7 24' O.C. 0 0 O O o o ° 2X2 ROOF UEUBERS. 'COVER PLATE p NOH Ito Stir. 6" BOX BEAN "stypkal I�y�2P1,A E6• CORNER DETAIL r.° !,o X 1 1/r sus. o — - O O O r—i YM 10 Sus EXTRUDED GUTTER "000 v ! O as � v ' A"{ o 0 0 O FASCIA CONNECTION FOR DOMES o ° ° o 05 BOX BEAM /Ito x i t/2' sus O SPECIAL Z BRACKET r LANG. Z g° o ° I ENO WAIL 4' NIDE GViTERS ONLY."' CDLt"l 3.x° iYP�A 2'X2'XI/B'AIIGLE CONTINUOUS 1X2 14C"CR NIM 114 X 1 1/r SUS T-�� g WITH H 1! 910 JLS. OVERLAP BEAM TD CM.Lw.' 24. O.C.ALONE GVnV p•t41rt rAsctA 1qT a,I :• I ANO FASTEN VrtiH 3 114 SUS • 1 W 'r BOY, BEAM W BOX BEA}.: t�ANtnFs EACH SIDC AS SKM:. 1 �' 4 URI rX rX 1/ir FOUR 90214 SUS Box BCARS t • •1S 0 0 0 O r V ICs O O 0 SPECK 2- r tom !14 X 1 1/r Susi �° 4 i/4' rxa x1/8'ANGt. AT EACH JUA M.JV RJNTOt 0 0 2 0 END WALL POST DETAIL o ° 0 0 0 0 0 ° 0 IN EACH 1L EG us fAsM IDT s r�.mc L o • o SPV34L Z BRACXU r LONG I 0 0 0 =,.� 0 O O 0 0 0 �AuJU0AN RAM BEAM TO .COLUMN CONNECTION CKntuom CLIT ER ° typical O 2 1-- V/ 3 3/16•a 31 IACS CONTINUOUS DIVERTER 9' typical BOX BEAM (Optional) ")CAM 3/CX r to S 30X BCI. 2X2 DIDICATES 3/CX Jr LAGS 9 3/4,_„� 1X2 WJGCR I ` u EACH BEAU• 3EMt CD&JCCTIOH AT EACH BEAM LOCATM -4� . BEAM 10" BOX BEAM X sn6•X • LAGS • !��"HT1 •usE rx rx 3/it; MULES � EA. uG ` 9 BOX TM 3/C LAGS To FASCIA . rX rX 3/1C '4 AT EACH BEAU AND u C•�+ 2' Np1t FASCIA /1101 AHGtIS =Ox BEAJI AND 1/4' T'amous To BEAU. MANSARD BOX ac. STAGGCRCB Q 0,u. BEAM SPLICE DETAIL r NOK FASCIA / w►x' 4' WOE GUntR VAY BE USED Bar Ctum • 01 / • r �atoca< AS t M OON EAU TABLE SHEET 11 '�'� 1 ,V, awact. rX s•X'1/S' OR rX rX 1/B' - 11001Q� W 1,14' Tt4Jai RDx BEAK COWntaiM ANCtE VM C . BDL.1 s . rX rx 3/1C 1/4• 1114WISOL1S AS SHML GUTTER BRACE DETAIL �� Oi MIME 21 LONG r4,..K RAC ' I BEAM CONNECTION V/ 1/4' THRU BOLTS 2 - SIO X 1 1/2• SKS 0"� CWtOW ° t•L USE rX rX 3/1C AMLES AS SHDYN. ces WALL �:: CONiiNLI0U5 1x2 CK31 2x2 PURLINS . "� 00 Yx2' G11ATR vw"TMS rY r= C O WITH TWO 1/4' THRU HOLTS 1 !tom tax i`t/tS 4s 1, TWO 3/81 LAGS TO rASC1A / Ttr viry or 1/W Asus ND /14 SUS MAY BE USED IN PLACE rKE OF , , o a '� = 'K• )RArE T CpatcileN HRUBOLTS i TYPICAL ELEVATION . I ALTERNATE 1' FASCIA WITH r SUB FASCIA. •: l lA 2X2 •U' LJ•-ClwatL OPTIMAL � 9 v v-4 (O 2X2 PURLIN CHANEL V/ / 1/4- URI.T1.OX 3/1C MICIZ r ILIAD CKNESS �•�.�/iC ANGLES W/ i/4•x 3� ANCHORS � 1/16' U CLIPS VITH � '^ 1X2 PAT1D 1/4' YHRU 1'X r 414 SMS AS SHOVN AND 114 SUS. 110 X 1' SHS Z' � (� BOLTS VX 3-t/4' THRt1BOtT5 TO COLIhIN. MR CABLE BRACOIC AND USC 3/C ANCHORS FOR 2x7 AND GREATER BEAUS. AS SHDVH C GLi= DETMKS SEE SHEET 13. fir/ 1 I 0 • a . a - 0 c 1\'` 0 r • O BOX BEAM DETAILS 910 ms 24' D.C. O • t/4- THRUBOLTS TOP ALIO BOTTOK o AS SHOWN. 0 1/a TNRUBOLIS o r • }¢PItOYED AS COMPLYItIG WITH THE o o - • O 2X2 XI/8 ANGLT: O TOP VIEW OF O VITH 2 114 SMS 3/IC' PLATES To REIIFORCE 'K' BRACE COLUMRI o[1lAH �[OI�IDA BUILDING COD n�• BUUB AT BRACES. CONNECTION 0 TO THE OX CLCOLUHN / -� 191 30X C UHN 3 1/2- X 6' X and i/4'x 3' ANCHORS /41 THRU DOLTS BOX ClA.lktt NOTED LARGER PLATES MAY RRMCT RENEWEDBY fah BE USED IF REOUIRED. 0, vV" K - BRACE DETAILS ALTERNATE BRACE DETAILS ACCBM'ANCENay_01 1. 1(0 S DUCT CONTE L IAPLI N .• ��fRER lI , aduDiNc coDEQCD�lrunnc�� aallcE RrpRMR GOODUCn0N NIDI APPS oTor THiHER USE LANSHAAll PART T THEREOFIX BY HIS PT s.uoNVAUDUR UNLESS s1 s"IOsur�SEALED BY �PlltATION DATE 1�150rN 41 TA ILS S. ALCEPU+NCE RAUUS EHCOICERR:G. RIC. B?, '• r �� • I, m'- • t- •t ? •• •• • • •• " 1/8' ANGLE BRACKET VITH (9) 114 X 3/4' SMS TU VALL MEMBERS .SPECIAL 2 BRACKET 7 LONG. • : t •.zzo • 2�s ••• fi•�so END NON LOAD BEARING VALL SQUARE FOOTAGE 4' WIDE GUTTERS ONLY. ' —j.- a-- i 5/16 EYE-BOLT VELDED CLOSED VITH DOUBLE NUTS 1-145146-273 274-363 364-416 417-443 . . .. . . . . . . . • . . . . . . . . . .. a t01AL MkIBER ff MIS ON M FRDff LOAD BERRING VALL 3.75 ' • " WlOSMS : D COKPRESSIIBI SLEEVES 2 4 6 8 10 . 1/8' STAI1d.ESS STEEI- CABLE ' 1 EA. END 2 Ea END 3 EA. END 4 EA. END 5 EA. END 15„ : : : : : :'• : ° c TDP �- QUANTITIES ABM ARE FOR 3 SIDED S. •• • • • • • ••• •• c REFER TO Q1�ER'S SITE SPECIIIC PLAN FIR OT}#R CONDITIONS. N Lo o USE ONE SET OF CABLES ON RE7t1RN VALS N •15„ v8' STADd.ESS STEEL CABLE FOR SPANS M 16 FEET. -- M Ire' STARM STEEL.CABLE �' 1/B' STAIMM STEEL CABLE CUT FU1x5' ANGLE DOUBLE MPRESSIONSI.IEVES DOUBLE CDFMSIONSLEEVES Z " I I Ix2 BO TItx L 4 Z BRACKET z v g Z g 6' SUPER BRACKET VITH (4) 3/8' 3' AS.TA A-36 ST'.FL C11P VITH 0 ` U, X 2 1/2' LAG BATS TO FASCIA \ PRODUCT RENEWED ata' x�' SL�vE Ams TD CQ�RETC DECK 3/g' SLEEVE ANIM $ �rrANCENm(`�-Ug13 . INS CLIP HAY ALSO BE USED ON SIDE Ix .. EXPMATM DATE 12 1zvo5' CONCRETE SLAB. HAIHTAIN V HM EDGE DISIAMM > ALTERNATE �� 11/4' X 5 5/s' x va'&AT PR N RoLDM3iON w -4.,) 0) • BUII DINC3CODECOMPLTANCEOFPrCE CABLE BRACING DETAIL W � 5 � =ro 4.823' Z q Q 2' x 3' x 1/4' At1 U a EACH SIDE OF ROOF BEAK " . © Q - .f 875SUPERRACKETVrTH VITH (4) 114 X 3/4' SMS TD R®F' BEAK AND (?� 318' to X 1/2'! S TO FASCIA X V LAG BELTS L 0 114 X I' SHS TO GUTTER E'� a � 8 � co cz-a Q O p•U c ROOF BEAM o - _j FASTEN SUPER I3JrM TO y THE HOST STRUCTLRE VITH 1/4'x 2 1/2' LAGS 2D' OC. NOTE: Vto 1x2 PERDiETER MEMBER IS USED, USE 2 SETS Ir 114' R3 n ]ice 22 c .125 - h t1) .1875 !fit / •..� *'4 b �g p� w Rt.G•S BEAM ' b • APPROVED AS COMPLYING WITH THE MONSWR 125 • SOUTH FLORIDA DU+LDING CODE � u �— 2' NQS M FASCU L— —--—--————— DA7� _19q JUNC 4 1993 SUPER WTTER .1.700 By s�rowH /An PR UCT C01►TROL IVIVON — -i- 5" G U 7TER BRACKET DETAILS BUILDING CODE COMPLIAN E OFFICE 3 ALTERNATC GUTTER SRL ACCEPTANCE N0. • 3 r Ah Zaps 6 Associates, Inc. Roof ink Laboratory Testing and Research Moisture and Up—Lift Test ino. August 14, 1997 RE.: TEST TO DETERMINE ROOF TILES ARE SECURED TO DECK AFTER 72 HOURS INSTALLATION - ADHESIVE SET - SOUTH FLORIDA BLDG. CODE 3404.3 Date: 8/12197 Property address: 1200 NE 103rd Street, Miami Shores, FI Owner: Powell Contractor: Obenour Roofing Permit#: 41543 City: Miami Shores Type of Tile: Lifetile Capri Product Control* 95-0316.04 Roof Slope: 3112 Sq.ft. area: 4,700 sq.ft. approx. Testing Equipment: Chatillon - DFIS 100 The purpose of this quality control test is to confirm that there exists sufficient bonding by the adhesive to the tile and underiayment in the the system applied; it will be determined whether 75%of the tie bunds to be tested in three different roof areas, provides sufficient resistance to an arbitrary static uplift load applied on the file. This procedure will satisfy the Building Code Compliance requirements set forth in Protocol PA 106. Tiles have been tested on three different ref areas: field, perimeter and comer areas. Prior to testing, dimensions of these areas were determined and recorded according to Chapter 23 of South Florida Building Code. Tiles seed at random from the three different areas, were lifted by hand, in order to test for loose components. LQAQ APPLICATION: An arbitrary load of 35 lbf. has been applied to each tile, holding the load for 5 seconds. Test results are tabulated as follows: If.. 2524 W. 3rd. Avenue, Hialeah, Florida 33010 {95 1}t a3-1484 * {g543437-2332 * Fax (954)437-229G Metra-Dade Caanty Certification No. 94-0125.013 AREA # LOOSE BROKEN/ ADHESIVE TILES PULLS 71LES CRACKED DELAMINATED DELAMINATED TILES FROM FROM UNDERLAYMENT ADHESIVE Field 57 none none none none Perimeter 60 none none none none Corners 44 none none none none Enclosed find a sketch of the test site roof, indicating field, perimeter and comer areas with dimensions, and also, Dation where pulls have been conducted. XX III .._.... More than 75% of the tile bonds tested in each of the three areas, provided sufficient resistance to the arbitrary load applied. More than 25% of the file bonds tested in each of the three areas, did not provide sufficient resistance to the arbitrary load applied. More than 10% of the components have been determined to be "loose" components. XX The static uplift pl quality control test far the property in question, complies with the Code requirements 3404.3 and Protocol PA 106. Truly yours, ZARA AND ASSOCIATES, INC. a (� ' CIELA RICARDOAOLLES, .E. ident Encl. Sketch PROPERTY LOCATED AT 1200 NE 103RD STREET, MIAMI SHORES, FL 34 ft — -----------*------, `\ ® ® 28 ft ' \ _- _ 16 ft 20 ft ' ft- 1 ♦ i 4�1/ ♦r-------- i \` ® L-- ------7 ♦ 01 JI i ® � w t `\% 4 ♦ ♦ I I 18 ft 1 t ® --------� ♦ 1 � I 22 ft ♦ ', ` JI ol ' \ ---------------� ♦ r' ,' ' 25 ft ' ® '> i or ` ------ --------J I / r I ♦ ♦ r' r' 1 ♦ 22ft I ®, left 22 ft 22 ft Field FRONT ® Perimeter 0 Corners w _A, `5 c issis I.,�` Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 10 n ont�nb 4 y k_' Inspection Date: 03/07/2006 Permit Type: Screen Enclosures Inspector: Grande,Claudio Inspection Type: Final Owner: WING,JAMES Work Classification: New Job Address: 1200103 Street NE Miami Shores Village, FL Phone Number (305)754-6024 Parcel Number 1132060340290 Project: <NONE> Block: Lot: Contractor: CLIMATROL QUALITY ALUMINUM PRODUCTS Phone:305-558-4500 Building Department Comments Inspector Comments Passed Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Monday, March 6,2006 Page 1 of 2 t� Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138-0000 yy Phone: (305)795-2204 Fax: (305)756-8972 Permit Permit Status:APPROVED Issue Date: 1/23/2006 Expires:01/09/2007 Permit Number: SENC-1-06-61 Owner's Name: JAMES WING one: (305)754-6024 Permit Type: Screen Enclosures Parcel P. 1132060340290 Work Classification: New Block: Lot: Job Address: 1200 103 Street NE Section: PB: Miami Shores Village, FL Contractor(s) Phone Primary Contractor Total Square Feet 270 CLIMATROL QUALITY ALUMINUM P 305-558-4500 Yes Total Valuation: $ 2,000.00 Comments: affluired Ins tions SCREEN PATIO ENCLOSURE Slab Final Additional Information Type of Work: Additional Info: Classification:Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $1.20 SENC-1-06-23568 $110.10 Education Surcharge $0.40 Total: Permit Fee $100.00 Scanning Fee $6.00 Technology Fee $2.50 Total: $110.10 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS,STATE AGENCIES,OR FEDERAL AGENCIES. Z Applicant Signature Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Ft:(305)756.8972 JEV BUILDING Permit No.sem. G OC- C01 PERMIT APPLICATION JAG M terPermit No. FBC 2001 Permit Type(circle) Buildin Electrical Plumbing Mechanical Roofing Owner's Name le Titleholder))(Fee Sim �C,S b' C o '� C,, W l at W Phone# �0 b� ' WI°I- Go owner's Address )a00 ►titE. wt, 5 City_&N, Saa2F.s state zip 351-0 p Tenant/Lessee Name — Phone# Job Address(where the work is being done) City Miami Shores Village County Miami-Dade Zip Is Building Historically Designated YES NO Contractor's Company an Name �/ t J Phone# 00 -;-7`tj J457 Contractor s Ad 1Q Vj • City U, 'L b State Qualifier MbOP&VX5 State Certificate or Registration No.` C Certificate of Competency No. Architect/Engineer's Name(if applicable) Phone $Value of Work For this Permit Square Footage Of Work Type of Work: , on ElAlteration ONew ;y� Repair/Replace' ❑Demolition Describe Work: Submittal Fee$. Permit Fee$� CCF$ Jd- CO/CC. Notary$ Training/Education Fee$ 'O. 4 Technology Fee$ . Scanning$ Radon$ Zoning_ Bond$ Code Enforcement$ Structural Plan Review.$ Total Fee Now Due$ (Continued on opposite 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�epermit Must be secured for-E-LECTRICAL 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 cater the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent Contractor The foregoinstrument was acppknowled before.me this�0 The foregoing instrument was acknowledged before me this day 4 2006 by(.0��� W!N day of JdJ ' ,20�by W '6 P911 who is personally known to me or who has produced who is ersom y known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY LIC• NOTARY PUBLIC: MM Sign: ' Pruit -- P�BctD ti`JR1Qt— �,� ' Ol1ry PubifC,9fata of FlorfdA "n:.AL Print. 43 >eAL 3. 129 2fiftd 20 My Commission E iv¢oma1:11011 a Jan 111 tool My 1 DQ{1111 No,00 IN? *ffff*fff*fffffff f*ffdrf*fffffffffff*ffirffirffffsYffffff9rfdrffff*ffffffffffifftrf*ff APPLICATION APPROVED BY: l C� Plans Examiner Engineer iZ�%�'�(/''�► PL 6 chc 05/13/03 Zoning I s WAM •DADE' NIIAML I-DA.DE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COPNIPLIkNCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION IvaAlbil,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE ANCE (NOA) Clopaay Building Products Ce. 5555 Duke Boulevard Mason, OH 45040 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use'of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miarrii-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA resen•es the right to revoke this acceptance,if it is determined by Miami- Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Sectional Garage Door 16'Wide- APPROVAL DOCUMENT: Drawing No. 101488, titled"MIN 2400,HDGL,66,67,68,2401,4300,4301,4310,4400, 4.101,HDG",dated 06/07/95 with last revision on 06/2001, sheets 1 through 4 of 4,prepared by Clopay Building Products Company,signed and scaled by M. W. Westerfield, P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and.expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small Missile Impact LABELING:Each unit shall bear a permanent label tivith the manufacturer's name or logo, city,state and following statement: 'crviiami-Dade County Product Control Approved", unless othcr%visc noted herein. RENEWAL of this NOA,shall be considered atter a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA wiil occur after the expiration date or if there has been a revision or change in the materials,. use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be taus-for termination and removal of NOA. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Dade County approvcd laboratory selected and paid by the manufacturer. Every 3 months. four times a year,the manufacturer Shall mail to this office:a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 27.000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance ADVERTISEME1tiT: The NOA number preceded by the words Miami-Dade County, Florida, and followcd by the expiration eta to tnav bc:dispinyed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its ::ntirctF•. INSb EC'T14I : A copy of this entire NOA shall be provided to the user by the nianufacturcr or its distributors and shall be ay.iilablc for insp,:ction at the job site at the request of the Building Official. This h OCA rcncv.-s NOA 4 01-0430.06,consists of t' z •cli as approval document mcntioncd above. ThC srbinittcd documcntation was revicwc r F. PE. N£Ar't No 02-13618.02 Expiration Date: September 26.2007 Approval Date: August 29,2002 Page l eEv DATE DESCRWTtOtl` CLOPAY MODELS 24Q 2401 4300 4301 4310 4400 4401 HDG HDG� 4 -9/9 6ADD MODELS 2400-& 240 HOMES NF4QELS 66, 67, __68 5 12/98 QELETE .M/N 2200, 2201; 4200; ADQ M/N 2316 6 S- 4/99 SCREW NOTE RV. ON PAGE 1 2 1 4" x 3/411 TEKI SCREWS LOCATED T 42001 AD�`ROLMES 'M/N & .HDGL; DEL. 2300/01/10 (1) 20 GA.x2" GAlV. STEEL BACKER PLATE AT� 1 1 4 & 3�-`i/2 FROM BOTTOM AT EACH INTERMEDIATE HINGE 8 s/ 601 CHANGE VENTROTE ND TWO FROM TOP. - LOCATION. BACKER PLATE 16 GA. DOUBLE END STILE ---------- -----___ - ---- -- -- _. — -ATTACHED WITH DOUBLE EACH END STILE' MEASURES . _ SIDED AC3YLIC ADRESIVE4- JA -- ---- - - �_x3/8 ATTACI CEOTO BACK OF DOOR. WITH ONE 8x1/2" WAFER SCREW. 6 -- -- -- NOTE 1 — _ — — DOORS 6'6" HIGH CONSIST OF (4) - SECTIONS, S2) OF 21'' & (2) OF 18"' - - -- -CONSIST-- - _ DC?�}RS 7 0 HIGH C OF (4 - _._ _ SECTIONS; 4 OF 2 _ t DOORS 1'6S HIGH CONSIST OF (5) + C ___, - VIEW SECTIONS; N.. OF 18". co VIEW C' DOORS 8'0' HIGH CONSIST OF (5) 11 ——— ——— —C— =-Aj I�_ =-_— �__ SECTIONS; (2) OF 2.1" & (3 OF 18". —� �——— _ LOCK POSITION - -_ SIDES) (BOTH -SDE �- BO ) _ r — { N T SUPPORTING STRUCTURAL — ---- ---- --- __ TWO POINT LOCKING 0 E 2. ___ ___ —— -' ^_ MENTS SHAL 8E.,DESIGNED- 8Y A TO:,SFSC ELE :, ...�. . ._.x .,�_gBEI r�# _.gym <.:.: w ,i �' CONFORMS--_ 1..t 1. :11 I I., _ R:DSP OEESSi NAEP ENGINEER .FOR - - _ i I I i I ! 1 . :{ I REGISTE E,: _._.� . . ,:::x 4 _ 1 1 .-I r._. =;...: 3603 2:�RGARD-:NG r O TH+SDRAWING r !r - r GARAGE `3 /''�. _ �� _ .:. n.,. -,..--... ... Y•.. � .. ». ,1. 2 1 .:bi DOORS WITH OA .rr . #,. >..:.... MIN: 5 . 8 o - - _ �: ORAi1 � - ..:_;;:.� .x .. .. _�3_� LQC �1NG�.DEVIC TO CONE - - _:� ENGAGEMENT CODE N T p �� « : L x:80 T5 5tT10N.. F. " KEYED-- LOCKS ND _ _ £� "11 ... . . . ;. SLID �OAf DOOR INSIDE. E. B4 E LOCK.`OPTIONS, SE _ ...:w x LAYOUT OF EACH. LOCATION OF OPTIONAL VENTS. A QPTIONAL OUTSIDE`=KEYED LOCK POSITION. : p. QTOTAL VENT OPENINGS: 60 IN' PER VEHICLE BRACKET USED FOR MAX. DOOR WIDTH = 16#-21sBOTTOM DOUBLE SNAP LATCH ENGAGES INSIDE ELEVATIONS END STILE. ONTO VERTICAL TRACK. SLIDE BOLT DESIGN LOADS: +46.6 P.S.F. & --52.0 P.S.F. ONE SNAP LATCH ON END END LOCK ENGAGES EACH SIDE OF DOOR. STILE STILE INTO VERTICAL INTER. LOCK TRACK: ONE INTER. STILE STILE BAR LOCK ON GUIDE EACH SIDE OUTSIDE OF DOOR. ,�n,:+•�r"'-*;•«rtn OUTSIDE---''� END HANDLE INSIDE SLIDE BOLT ,,1 + i�•t I':ATIt�� KEYED STILE LOCK BAR LOCK OPTION , �ry HANDLE ENGAGES IN CONFORMS TO SFBC 3603.2 INSIDE HANDLE TRACK ON EACH- SIDE .- OF I11ea+�i i�c.lc i'iu%uiCautrot OUTSIDE KEYED LOCK OUT KEYED LOCK PAGE 1 O F 4 SNAP LATCH LOCK OPTION LOCK BAR LOCKING OF DOOR. ' CONFORMS TO SFBC 3603.2 sc.tiu naT• ax.DOOR stzE� CONFORMS TO SFBC 3603.2 CLOPAY BUILDING PRODUCTS COMPANY NOTED 1 =24 41':fi'2"W x 8'0"H 8585 DUKE BLVD. IIATEI DESCRIATtOi DESIGN' ENGINEER ik A? MASON, OH 45040 6�7�95 M/N 2400; HDGL; 66; 67= 68 HDG $ {513) 770-4800 Drtavx aT.. _2401, ,4300; ,4301`; 431O.-A400, 4401. MARK W. WESTERFIELD, P.E. ' g t►tCcxED aY K F'H DRavtHc ►+ur,bca REV' Bi 11din �'rociucts MECHANICAL ENGINEERING 101488 8 FLORIDA REGISTRATION No. 48495 CompanyCbpop C°T°ro4c^lw Rpnis_Reserve0. '" kv D+�TL ixscpgpllcw CLOPAY MODELS 2400 2401 4300 4301 4310 4400 4401 HDG HDGL 2 7/96 GENERAL REVISIONS- - 3 MODEL NUMBERS HOLMES MODELS 66, 67, 68 SILICONE FILLED CHANNEL SEPARATES a/s6 CLARIFY -� �-- 2 THICK FRONT AND BACK SKIN OF DDOR 4 9/96 ADD MDDELS 2400~ & 24Qt 5 12/98 .YIELD WAS-:33 KS.I: ADD. 2310'.OEL. 2200 ;01, 4200 ----- ----- - -__ -- -- --- ----- --- - ----- - :--- -6-.___- 4 fg9___ -_SC-RE�h1-Q�-Y-GHAN'GE-•r-0tat—P-AGE 2-- -- 1.95" THICK, 1 DENSITY EXPANDED _ 7 4/ZOQ1 ADD: HOLMES-M f_N="& HDGL: DEL. 2300/Q 1/10; POLYSTYRENE FOAM INSULATION' G-40': MIN:.WAS-G_-60; NEW `M/N CHART -,1 (SUPPLIED BY FALCON MANUFACTURING) $ 6/2001 ci ANCEs To PAGES t & 4 .SECTION.. A-A (SIDE VIEWS � � LAMINATED TO 80TH EXTERIOR AND INTERIOR SKINS. SCALE 2 12 GA. GALV STEEL TOP ROLLER BRACKET.. EACH BRACKET 7 ATTACHED- W/.6). #14x5 j.:8 D SHEET METAL SCREWS. ADJUS ABLE SLI E ATTACHED - TO -TOP -BRACKET- WITH (2) 1-/4"x 1-/2`--' BOLTS -AND 6- NUTS PER BRACKET: - 1--1 /4.'# WIDE..x 16 GA. GALV. STRAP. Z-1/2" {7) PER DOOR ;SECTION ON 16 WIDE DOORS. . TONGUE AND GROOVE JOINTS. (SEE:. INSIDE,.ELEVATION) EACH STRAP ATTACHED --� - 5%8" (TYP:) _ WITH (3)< 1/4" 3/4" SEL1= TAPPING =SKEWS ,(TWO _ - SCREWS TO DOOR, ONE SCREW TO C, CHANNEL): VIEWD" 6 H T INSTALLER RETAIL -- _ 1 GAL tV 'STE MODEL DESCRIPTION G 4300 '`. HDG 66 27. GA: EXT. .SKIN• SHORT RAISED PANEL e A EL- 4400 2400'. 24' GA. EXT. SKIN: SHORT RAISED PANEL .4401 . 2401 4 A. XT SKIN- FLUSH PAN 14 GA. GALV: ROLLER HINGE 43Q1 68 27 GA. EXT. SKIN; FLUSH PANEL EACH HINGE FASTENED T0= END 4310 1 HDGL, '67 25 GA. EXT. SKIN; WIDE RAISED PANEL STILES, W/(4) . #14x5/8" SHEET METAL, O AND (2) 1/4';x.3/4" SELF- TAPPINT-;SCR-WS (SEE VIEW "B") ONE 6" TALL, 16- GA. C—CHANNEL PER DOOR SECTION. (2) 1/4"x3/4" SELF TAPPING SCREWS PER'END STILE AND ONE 1/4"x3/4" SELF TAPPING SCREW PER BACKER PLATE OCATION. (SEE VIEW "D")A6 DESIGN ENGINEER ARKW.. WESTERFIELD, P.E. 27 GA. INTERIOR STEEL SKIN (DRAWING QUALITY) MECHANICAL' ENGINEERING 27 GA. MIN. EXTERIOR STEEL SKIN WITH G-40 MIN. GALV., BAKED—ON PRIMER AND FLORIDA REGISTRATION No. 48495 (MIN. YIELD STRENGTH: 27 KSI, & A BAKED—ON POLYESTER PAINTED TOP _ PROD:Irrt�rNFNVED DRAWING DUALITY) WITH G-40 MIN. GALV., COAT APPLIED TO BOTH SIDES OF *STEEL SKIN. J - akar.:,^.Iy9ahuiihthe F#oridt PAINTED TOP - l BAKED—ON POLYESTER13 GA. GALV. STEEL BOTTOM BRACKET. _ hr::p:�,MH.iQ 02 COAT APPLIED TO BOTH SIDES 1 #s,ii:i,i OF STEEL SKIN. ATTACHED WITH (4) #14x5/8" SHEET METAL SCREWS.'-' _ _ _ ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. PAV(�E" `2 -- 0 F �{ At#ainii0a eProseiictCoatav# . •4 SCx G tiT• lux;Iiaoa;slZEl- CLOPAY BUILDING PRODUCTS COMPANY NOTED 1 24 1.6'2"W X 8'O"H al, 8585 DUKE BLVD. fl"TL' 7/6/95 cLscairna+. MASON. OH 45Q40 M/N °2400. HDGL, 66, 67, 68, DESIGN LOADS: +46.6 P.S.F. & —52.0 P.S.F. (513) 770-4800 ^"" er, KFH 2401. 430Q, `4301; 431(} 4400, 4401, HDG iA1_ B`Litid"n' ProductsA �, j tCKEII sr, B x w, _ t Corp'` a n ciocor Corpwai;oo an "hu Rssowv.e.. 1 Q1:488 REV DATE CESt ftlPSttPi CLOPAY MODELS 2400 2401 4300 4301 431-0 4400 4401 HDG HOGL 11 7 4/200} ADQ HOMES M/ i.,&::HOGL: DEL. 23afl/O1/to HOLMES MODELS 66, 67, 68 NOTE: EITHER BRACKET MOUNT OR CONTINUOUS a s/too} cwwcEs=To �ACIs------------ i & .4 #14x5/8" SHEET METAL SCREWS ANGLE TRACK MAY. BE INSTALLED ::(AS SHOWN). ; HORIZONTAL ;TRACK., SUPPORT BY DOOR -INSTALLER {T0 -SUIT) ® ' ' ° DOOR COUNTERBALANCE SYSTEM - . . � as - -- - - : :.. ---_._._-------- --- --- -- - - - - - - -- - 14 GA. INTER. HINGES 13 GA. GALV. STEEL FLAG BRACKET ' USED ON 24 GA. EXTERIOR OR 12 GA. GALV. STEEL `CONTINUOUS Q ® 00 . SKIN DOOR MODELS. 1.-,5 j8" x 2-3j8" ANGLE. 1/4"x3/4" SELF w ATTACH FLAG BRACKET WITH (3) 5/16"x 1 --5/8" TAPPING- SCREWS. . - - - - - - - - _ _. _ - ~ -' - - -- - -- - - -- --- - . `- _ __ LAG: SCREWS, 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE _ .. U nU_j d 76"(7'6"H & 8'0"H DOORS ONLY) 1 SCALE -2.. = 1 -SCALE 2" VIEW „8., VIEW "C., - - o - - DOOR - - - - - -- >. ., JAMB PREPARATION NOTE o Z = 63" 2" GALV. STEEL TRACK, HEIGHT L TRACK SHALL BE FASTENED TO 2x6 YELLOW PINEWOOD JAMBS WITH 5j16"x1--5j8" 0 - TRACK THICKNESS: .083" 6'-6- 70 LAG SCREWS (9 LAG SCREWS PER SIDE UP TO 7-0" HIGH AND 10 LAG SCREWS it z 7. --0 76 PER SIDE UP TO 8'0" HIGH). PREPARATION OF JAMBS BY OTHERS. 7 =6 82 }- � S0" TRACK CONFIGURATION TRACK BRACKETS OR ANGLES MAY BE MOUNTED DIRECTLY TO _ ..CONCRETE USING APPROVED MASONARY FASTENERS. ® L ,. SCALE -i L2 1 w r= TYP 2 1 2 GALGA .V r " - _ Z STEEL .TRACK BRACKETS OR� CLIPS z t c ., - - - ,. E - - OISTANCFROMY 8 OW , OFVERTtCAL 24" TRACTOEC1GKETRM LIP 1ST o; 3 r 2'.. 10";. 2 "j-1 50,7'6"H 8e 8`4".H 'DOORS ON(rY). I" DOOR OVERLAP {EACH SIDE) v' OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT) t O>, ONE S f 16 x 1 -5/8 LAG 'SCREW PER 16 GA. GALV. STEEL DOUBLE ENO STILE m' RACK .$RACKET: 2x6 WOOD JAMB 3-1 SEE "JAMB PREPARATION NOTE" ABOVE 2-1 j2"x 12 -GA. GALV. STEEL TRACK BRACKETS. FASTENED TO WOOD JAMB 12 GA. GALV. STEEL WITH 5/1670*�5/8" LAG: SCREWS CONTINUOUS ANGLE FASTENED TO WOOD NOT TO EXCEED 14" O;C: MIN. JAMB WITH 5/16"x l „5/8" LAG SCREWS y �" 7/16 PUSHNUT OF (9) LAG SCREWS REQUIRED. NOT TO EXCEED 14 O.C. CONTINUOUS INSTALLED ON ROLLER `" 2'.' GALV. STEEL TRACK FASTENED, TO 12 ANGLE MAY BE NOTCHED OUT FOR JAMB SHAFT FOR UNRESTRICTED 18 GA. GALV. STEEL INTER. HINGE GA. GALV. STEEL TRACK BRACKETS. TRACK TO STRUCTURE ATTACHMENT POINTS. DOOR OPERATION. FASTENED W/(4) #1'4x5/8" ATTACHED TO.`EACH BRACKET WITH TWO MIN. OF (1 1) LAG SCREWS ARE REQUIRED. 14 GA. GALV. STEEL. ROLLER HINGES SHEET METAL SCREWS. 1/4" DIA.. RIVETS. t'i t�n}�cr i21.NFWFD FASTENED TO END STILES W/(4) EACH Stnn�,13141,1,vith the Floviv.a 2" GALV. STEEL TRACK FASTENED � i 4x5/8" SHEET METAL SCREWS-AND / Acis,++� �nu0�' 0'Z TO 12 GA. GALV. STEEL TRACK CLIPS. f2) 1/4" SELF TAPPING SCREWS PER END HINGE. DESIGN ENGINEER t,t-t,t,,.; , - TRACK ATTACHED TO EACH CLIP MARK W ':.WESTERFIELD, P.C. ��oZ WITH ONE 1/4"x5/8" BOLT & NUT. MECHANICAL ENGINEERING 2" DIA. LONG STEM, 10 BALL STEEL ROLLER. FLORIDA. REGISTRATION No. 48495 _ M!anti I)Site 1'rn�uct Cartrol EACH TRACK CLIP ATTACHED TO CONTINUOUS ANGLE WITH sE,': �T, ►+Ax Dona SUE (2) 1/4" DIA. RIVETS PER CLIP. _ . CLOPAY BUILDING PRODUCTS* COMPANY NOTED } -2� 16`2"W x.' 8'.0."H .. 3 F 4 8585 JUKE BLVd. DATE, PAGE 6 7 95 DEStRtPTiLN. JA_ ,CONFIGURATION MASON. OH 45040 f / M/N 24oa, HDGL'. 66, s7; fia, (5}3} 770-4800 DR,►vi+ aT 2401.:'4300,: 4301.`:4310,. 4400. 4401, HDG DESIGN LOADS: +46.6 P.S.F. & -52.0 P.S.F. SCALE 2" = 1' Building Products MWW °�""`"��`" �' � atxEn 101488 8 fes,,,. c,,,«al;a, ►a FGpfiteRa®.v,e.. ...- ^-'��' - Company V _ _-. -- - REV DAVE -_ DESCRIPTION CLOPAY MODELS 2400 2401 4300, 4301 . 4310, 4400 4401 , HDG, HDOL .. 4 9/96 ADD MODELS: 2400 & 2401 HOLMES MODELS 66, 67, 68 5 12/98 ADD MIN 2310; DELETE M N 2200, 2201, 4200` 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT 6 4/2001 A D CHANCES ON NN PAGE OEL. 2300/01 10 NOTES $ 6/2001 REVISED VERTICAL_ JAMB DESIGN LOAD NOTE 2. 1) ALL .THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK HORIZONTAL -JAMB J4 THE__bx6_.VERTICALJAMBS (GRADE 2_OR BETTER YELLOW PINE). NO LOAD FROM THE (N0- LOAD FROM DOOR) DOOR IS TRANSFERRED TO THE ORIZONTAL TOP JAMS- ------ - - - --- -- ---_._ ---------_._-- — -- )– -- 8 2) EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF -+-2,982.4 LB & —3,328 LB. � ° a 3) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK T4 PROVIDE A FLUSH MOUNTING SURFACE. WOOD- FRAME BUILDIN-GS - - FASTENER STUD WALLS OF DOOR OPENING SHALL BE - FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TYPE TREATED GRADE #2 OR BETTER_ WOOD_ STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING {Fb ). STUD WALLS TO BE CONTINUOUS FROM FOOTINU TO- TIE- BEAMS ---MIN. No. - - ,. AND IN AC.,ORDANCE WITH SFBC SECTION 2905.1 . OF FASTENERS PER VERTICAL BLOCK WALL OR CONCRETE ° JAMB 4 - 2x6WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. MAX. O.C. 2x6 VERTICAL JAMB BLOCK WALL CELLS• SHALL BE FFLLED WITH CONCRETE AND REINFORCED -WITH - #5. BAR EXTENDING - - INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO. -FOOTING PER -BLOCK WALL OR CONC_RET,E_.COLUMN._ --BLOCK WALLS ANDD CONCRETE COLUMNS TO BE DESIGNED BY BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH SFBC SECTION -2704.2.- - ° u 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS TO 2x6 VERTICAL JAMBS OR .SUPPORTING STRUCTURE) I FASTENERSOF ONXIMUM CENTER PER VERTICAL DISTANCE STEEL ! JAMB BETWEEN WASHERS BUILDING TYPE FASTENER TYPE 7 H 8 H FASTENERS REQUIRED? WOOD FRAME SOUTHERN PINE) 5/16" x 3" LAG SCREW ASTM A307 GRADE A). 1-5/8" MIN. EMBED 10 11 10" YES Q C-90 BLOCK 2,000 PSI GROUT) 1/4" x 4" ITW TAPCON CONCRETE ANCHOR. MIN. 1j-3 4" EMBED o 10 11 10" YES C-90 BLOCK 2,000 PSI GROUT 3Z8" x 4" RAWL LOK BOLT ANCHOR BOLT 5000 SERIES . 1 -5 8 EMBED 1 9 10 i 1" NO CONCRETE COLUMN (2,000 PS1a 3/8 ' x 4 RAWL LOK BOLT ANCHOR BOLT 5000 SERIES . 1 -5 8 EMBED 9 10 1 1" NO raznrn�cTs,rtit:tvrn nctm ;!}i+;t attt:^littrL & — TAPCONS/ANCHOR BOLTS CAN BE INSTALLED DIRECTLY THROUGH TRACK BRACKETS/ANGLE IN LIEU OF 5/16"x 1-5/8" LAG SCREWS (SEE PAGE 3). 1.'c -};;... ;;.,��, ,oz. RAWL LOK/BOLT SHALL BE TORQUED AS SPECIFIED BY THE RAWL PLUG COMPANY. DESIGN ENGINEER MARK W. WESTERFIELD, P.E. PAGE 4 OF 4 MECHANICAL ENGINEERING tiliasni Uudr I'iut:urt CuTar 1 f FLORIDA REGISTRATION No. 48495 )ut�'stun SCALE' PLOT, MAX t)0t7Ft SIM CLOPAY BUILDING PRODUCTS COMPANY NOTED 1 =24 16'2"W x 8'0"H 010p 8585 DUKE BLVD. DATE- ,/ MASON, OH 45040 7/6/95 DESCRLPTttz'° M/N 2400, HDGL, 66, 57, 68, 770-4800 _ os:Avrr ar. MWW 2,401, 4300, 4301, 4310, 4400, 4401, HOG DESIGN LOADS: +46.6 P.S.F. –52.0 P.S.F. Building Products TitAvt►xS .SER. REv. Corn a n trx£fl 8r' 101488 8 cwvar coryo.otiw, rn agnts R.a°rv°0. MIAMI SHORES VILLAGE y BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Build Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the Stato 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 b ' during progress of the work. Date---- --1•-4-•--•---,19% Aft ELL Owner's Name and Address.-- ----------_. _ No.-._.__--------- Street---------------_--:-•----------_.-- Registered Architect and/or Engineer----------- L _-_ 14_ au Name and address of licensed contractor__-- .. __c_ _.--- 2Co ----------------_ .____--.-- Loca�tyion d legal descrI on of lot to be built on: Lott - r1cm lock.-7t� .-_-- - Subdivision_ �" t Street and Number where work is to be done-- �_.__ _ -__ k to be one and purpose of building (by floors) _ -_-- � --_-- _ _-W .._--------------- v, for no other purpose. New Buildie -- R odelin --___---_ A Awon_-- ,--_ To be constructed of- d of founds - epi Roof Cav - PLO of Stories.- ®� d Estimat'&d,Total cost of improvements$_4a!"__ae-oo - _.-.Am t of Permit --- -•----_-•_--.--_--•---._-------•--- =r1'toene1:1Ruired_----- --��_ �_ - Plan Cubage___ .t nearest buildin - izze�o�f Building Lot___ ------------ Maidmum 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.------- - - ----------------------—_------- _ --- -- - - --- The undersigned applicant for this building permit does hereby certify:hat he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966,Compiled Cenral Laws of Florida,Permanent Supplement, and has complied with the rovi dons thereof, and will require similar compliance from all contractors or sub-contractors employe by him in the work to be performe�under this permit; and will post or cause to be posted f spection on the of the work such ublic notice or notices as are required by the Act The undersigned agrees to employ only such tra wor o be ornied order this penvx as are licensed by Miami Shores Village. Remarks------ ign --------- ----- ------ STATE OF FLORIDA, . COUNTY OF DADE. Before me,the undersigned authority,a notary public,duly authorized to administer oaths and take ack owledgmen\piorally ap- peared --- --- — - -- — -------- -• -------- ------ -_------------- --- - - ------—--- - - - -- - -- --to me well known, and who,beta�sg by me first duly sworn, u oath deposes and says that be is the.--------- --------------- ----------------------------------. _........ _ of the above dew ' structfon, that carefully read foregoing application, and that he did sign the same, and that all facts therein by e. L 0 Permit N ----__ _.___ Da _ _` Read,Sworn to and Subscribed before me. Disapproved - e- - -- - ------------- ---- _-._ ------- I A -- Notsiy Public,State of Florida (S - Building r My Commission Expires_------------------------- ......I-------------•------- PLANNING BOARD-----..--------__ _..-__DATE Chairman Member _ -- -------•--------- --------------------------------..- --------- Member ---- ----------. _-------------------- Member Member -- -•------------- —- -- - _ Member - ---------------- Council Approved- - -_--_-•-- -----Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-�'nspechon fee of $1.00 will be charged when such re-inspection is mule necessary by improper notice for inspection or faulty materials and/or workmanship. 0 g0 th N l4r' �a `o C A!99- rQ- tiv .32, ' 1 (P r 0. 47 woo - 1 .. r • •• • • ••• • • •• • • • • • •• • • • • • • • • •• - a .I S�112 • ... • • .. . r MAW '.i, • W w .gL 1D o 5-70 one d� UZ ® - Po ee ly Commission#DD348926 CC# 96P000219 • -q Expires: AUG. 22, 2X8 Affordable Irrigation, Inc. ' -• ...'-Z- o Banded Thru 18a# NW 138 Street Adan", Bonding co In Miami, FL 33168 Tel: (305)•681-6322 60' — 6" i r 24' —0" 21' — 6" 1531 — 0" to S w I 0 V G-i H v cn O I I J Ir 1 f `y� O .............................................................. l`1 Maw lid Q i i p 431 -871 P. E., INC. MILTON C WINDOWS&DOORS REPLACENT %figuel Angel Amezcua P5205 NW 7e Ave CONSULTANT ENGIN PE#51802 RESIDENTIAL Miwimi�FL 33166 130'1 NE 125 ST ' Ph : (786) 553 5039 NORTH MIAMI,FLORIDA 33161 Fax : (786)242 5081 Fr PHONE:(3W)891-4174 FAX(306)891-4175 ANDREW nROFF&W VALERY RES. e-mail:> ngueamez@tiscalineut EMAIL mwbwW@worIdnetatLnet 1200 NE 103 ST,Miami Shores,FL 33138 9fflMwffl WNRvEff r � p r � M p' -- -_ — — __ - i tn in J wf 1G91h St f M CqL 1� f - m D PON N Mtn N .. - �" z -NE 1G81h F r fi AiE°F02thIt '� m a M r - I7 ry �/wi 1Q n l� IU�VI m � 7tet ��! RtI (I s ro r, 4, `a# o�pe�gido . .; f 4t1,st arrli Shwas- - ' o ,. NE 1231d 5t - ou>myr Club 2nd- Biscayne stStfr-= i� �� Say Aquatic --- Preserve 2- NE loft _ -,Z 'T O 'NE E71h St ro 6 ,I i _L E e^Bth St 00-- - NE 9501 St M M atjw enM as D > .0 a WIND VELOCITY : 146 MPH Mullions: EXPOSURE CATEGORY: C Horizontal: 2 x 4 x Ye x 108" A BULDING CATEGORY: H (Dade County Product Approval NOA:02-0701.10.Expires Jun.28,2006) °� C IMPORTANCE FACTOR: 1.00 Approved Wind Pressures > Site Specific Pressure(max.) o + 78.0 / -78.0 psf + 57.6/ -62.5 psf {zone 4) p rW� COMPONENTS AND CLADDING: Vertical : l x 4 x 3/8 x 32.5" p4 g Note:All Windows&Doors by: PGT Industries. (Dade County Product Approval NOA:04-052&05.Expires Jun.28,2006) A Approved Wind Pressures > Site Specific Pressure(in=) Al :Aluminum Picture Windows, "Series PW-701"LNH; size: 29.62 sq/ft + 170.0 / - 170.0 psf + 57.6/ -62.5 psf (zone 4) (Dade County Product Approval NOA:03-1 105.01.Expires Feb 19,2009) Glass type Description:Type C,(7/16')3/16"HS/3/16"HS w/0.090 Interlayer(see NoA:03-IIos.01) B; "' P w n. Approved Wind Pressures > Site Specific Pressure Bl /B2: Aluminum Horizontal Sliding Windows"Series HR-810",size: (2)53 1/8 x 38 3/8". + 80.0 / -80.0 psf + 53.5/-58.4 psf (zone 4) Configuration:XOU. (Dade County Product Approval NOA:02-0719.07.Expires Jan.2,2008)M'd-Rise]arge Mrs Impacit Q W ge Glass Description: ,7/16",3/16"HS/3/16"HS w/0.090 PVB. D w z- type /Blb/B2a /112bb : Size: 26 %z x 38 3/8".,E/A f U ` A2 & A3 : Aluminum Horizontal Sliding Windows"Series HS-710",size: (2)53 1/8 x 32 %z". Bla � Configuration:XO Approved Wind Pressures > Site Specific Pressure ZO R (Dade County Product Approval NOA:03-0612.06.Expires May. 20,2007)Large Missile Impact: + 90.0 / -110.0 psf + 57.6/ -77.1 psf (zone 5) J y w Glass type Description: Option A,5/16", 1/8"Annealed-/ 1/8"Annealed w/0.090 PVB. Mullions: , �, = w Vertical: 1 x 2 /a x 5/8 x 38 3/8 . g g X Ata/A2b/Ma /A3b : Size: 26 %a x 32%". E/An. (Dade County Product Approval NOA:04-052805.Expires Jun.28,2006 r � / Approved Wind Pressures > Site Specific Pressure Approved Wind Pressures > Site Specific Pressure(max.) + 66.7 1 -75.0 psf + 57.6/ -62.5 psf (zone 4) + 170.0 / - 170.0 psf + 57.6/ -77.1 psf (zone 5) D — 2 (Cont.page D-S) J D CS rl M 00. •ra Q i d� g W)i C 00 00 F. -- ------------------- ----------------------------____ - - - _--------- - - _ - - - - _ - o - __-______=__: =_=_-__=_ = " ___-=-______ __:_ o --- ........ a b +57.6 SZ 57.6 57.6 + 6 53.5 +57.6 +57.6 ± 4 �2 S •77.1 -77.1 -77.1 -62.5 -615 -62.5 C n n SZ 57.6 B1 82 nniruumni omu mmm�Am �^? mgr. uu +/-0.00 $2.3 -62.3 25i-62.5 t a=7.5' ' - -- - � a-7.5 ❑❑ - n2 as ❑❑ ZONE s ZONE 5 Q P A B o NOA:03-061206 NOA:03-061206 Al-NOA:03-1145.01 BIAB2-NOW 02-0 719.07 (Horizontal Sliding Windows) (Horizontal Sliding Windows) (Picture Windows) (Horizontal Sliding Windows) NORTH ELEVATION (Front) A2&,43-NOA:03-061206 NOA:0¢0528 05 Scale: 1/8„-P (Horizontal Sliding Windows) (Mullion:1 x 2'/4 x 518x 37",Vertical) aj NOA:02-0701.10 (Mullion:2 x 4 x Y44 x 108",Horizontal) cr1 NOA:0"52805 a (Mullion.l x 2 x 5/8x 32.5';Vertical) ' v Z 0-4 Co +15'-0" W M 0 _____________________ _-........ o a _= -- _-- - - - - ------------------ - ______ » -_-________-_---__=-________-_ _ _- _ __ _ _ -- ----- -- - +8'- ------------------------------------------- ....... a b a b b V a +57. 7.6 37.6 57.6 -77.11 .77. -77.1 -77.1 2 3 62 3 -771 -77.1 Z � Y 0 0 i --► O O 0 O � ik m ^ a=7.5' +� ,f i a=7.5' umimmiiiommiiiiiim mm�umnmiinmiiiiiiiinnn ii W a a=7.5' �S' ZONE5 ZONE 5 ❑❑ d ZONE s _._ , - °C] N N LL $ LL v F I � w G NOW 02-0719.07 (Egress Windows:Opening=6.93 sq/ft) Z- NOW 02-0719.07 � () NOA:02-0701.12 � •- (Horizontal Sliding Windows) (French Door) (Horizontal Sliding Windows) I(&I2-NOW 02-0719.07 Z +53.0 (Horizontal Sliding Windows) `' .. NOA:04-052&05 p 15 71.9 (Mullion:l x 2 x 518 x 32.5';Vertical) J Z Z uj 28 SOUTH ELEVATION (Rear) Scale:1/8"=1' / M %� D - 3 00 ,..� 04 N N .--n ZONE 5 ------------------------------------------------------- ---- - -- ---------------------= :___ -_---- ---- 57 a b +57.6 +57.6 a b +57.6 57.6 57. +57.6 +57.6 NOA:034612.06 , -77.1 _61 2 s -62.5 -62.5 -721 -721 (Horizontal Sliding Windows) o o,umn iiri iii mu iiiuu ,.uwmru,ii wi iuwnunm. ... ... ommuwrmuoninomuuuumu. mrm wa ,nir,n: om a wi`u 1 +/-000 a=7.3' ._._.._.._...... ZONES ewuwiuuuuuu iwuo::au i,e' f _.........._.. GJ 7.5'\ ' E O za' ONivE s i D 2�3 NOW 02-0719.07 G NOA:03-061206 (Horizontal Sliding Windows) NOA:02-0701.12 (Horizontal Sliding Windows) (French Door) WEST ELEVATION Scale: 1/8"=1' CI-NOA:03-1105.01 +55.0 i 9 p r°Oi (Picture Windows) M C2-NOA:03461206 U pG (Horizontal Sliding Windows) a ►•a , (Egress Windows:Opening=9.38 sq/ft) NOA:04-052&05 d (Mullion:I x 2 x S/8 x 32.5;Vertical) it 14 OOj � 04 r M NOA:02-0719.07 O (Horizontal Sliding Windows) _�'___ ----------------- =-- - _ --=_--- - -=-----_- :__-_-___________ __ ____ _----= _=-_'-_ =_==___ _-__-__e--_ :-:: ------------------- ---------- i -_ ==- - - -- __._.... ._......a b +5 +5.6 +SB Isahown+5261-62.5 26. Z 42-5 az -62.5 � rter'v. ! - a b w m a a +52 W6+57.6 +57.6+57.6 i ... -77.1 -77.1 -77.1 -77.1 +4000 ` d LIJF a=7.5' I .... _._ ZONES Z_ c`3 O ZONES < a -uj v LU J-) a=7.5- t a=7.5' m Z Z NOA:02-0719.07 L) s ZONE s V W (Horizontal Sliding Windows) NOA:03-061206 N .'" (Horizontal Sliding Windows) NOA:02-0701.12 M (French Door) - CO j .. EAST ELEVATION K NOA:03-061206 55. Z Z § W Scale: 118"=1' NOA:02-0719.07 (Horizontal Sliding Windows) V a. (Horizontal ShI ft Windows) D - 4 � «r j F: Aluminum Horizontal Sliding Windows"Series HR-810",size: 74 x 38 1/8". °; 00. C Configuration:XO > ,� 0 C1 :Aluminum Pi " - •� ,., C", �� Picture Windows, Series PW-701 LMI• size: 7.34 /ft Dade County Product Approval NOA:02-0719.07. es Jan. 2 2008 Mad Rise a Missile �'' �1 ( h' PP r , I �'g 'd M � �r c-� 4D N Mkn N (Dade County�roductAp*oval NOA:03-1105.01.Expires Feb 19,2009) Impact y N Glass type Description:Type C,(7/16')3/16"HS/3/16"HS w/0.090 Interlayer(WeNOA:03-1105.01) Glass type Description: , 7/16",3/16"HS/3/16"HS w/0.090 PVB. oho oho rr a /b : Size: 37 x 38 1/8",E/A g . •. o Approved Wind Pressures > Site Specific Pressure Approved Wind Pressures > Site Specific Pressure „ + 80.0 ! -80.0 psf + 57.6/-77.1 psf (zone 5) + 90.0 - + - a+ ' / 110.0 psf 57.6/ 77.1 psf (zone 5) � w b �7 0 G:Aluminum French Door "Series SWD- 101",size: 36 x 79%". C2/C3: Aluminum Horizontal Sliding Windows"Series HS-710",size: 53 1/8 x 50 5/8". (Dade County Product Approval NOA:02-0701.12.Expires Nov 22,2006)Large Missile Impact Configuration:XO Glass type Description: Option A, 7/16",3/16"Annealed/3/16"Annealed. w/0.090 Inner layer (Dade County Product Approval NOA:03-061206.Expires May. 20,2007)Large Missile Impact c G : Size: 36 x 79 3/a" Glass type Description: Option A, 5/16", 1/8"Annealed/ 1/8"Annealed w/0.090 PVB. Approved Wind Pressures > Site Specific Pressure C2a /C2b/C3a /C3b : Size: 26 %Z x 50 5/8".,E/A(Egress Windows.Opening=9.38 sq/ft) + 75.0 / -75.0 psf + 55.0/-71.9 psf (zone 5) 0 Approved Wind Pressures > Site Specific Pressure + 66.7 / -75.0 psf + 57.6/ -62.5 psf (zone 4) H: Aluminum Horizontal Sliding Windows"Series HR-810",size: 53 1/8 x 38 1/8". Configuration:XO Mullions: (Dade County Product Approval NOA:02-0719 07.Expires Jan. 2,2008)Mud-Rise,Large Missile 00 Vertical : 1 x 2% x 5/8 x 50 5/8" Impact Dade County Product oval NOA:04-052805. a M ( ty Appy F,xpires Jun.28,2006) Glass type Description: ,7/16",3/16"HS/3/16"HS w/0.090 PVB. U Approved Wind Pressures > Site Specific Pressure(mag.) a /b : Size: 26 %Z x 38 1/8",EIA a + 129.0 / -148.0 psf + 57.6/ -62.5 psf (zone 4) Approved Wind Pressures > Site Specific Pressure 2 / - / - ) F, a D: Aluminum Horizontal Sliding Windows"Series HS-710" + 90.0 110.0 psf + 57.6 77.1 psf (zone 5 2,size: 37 x 38 3/8". Z Configuration:XO WW (Dade County Product Approval NOA:03-061206.Expires May. 20,2007)Large Missile Impact I: Aluminum Horizontal Sliding Windows"Series HR-810",size: (2)53 1/8 x 50 5/8". 4. Glass type Description: Option B,5/16", 1/8"Annealed/1/8"Annealed. w/0.090 PVB. Configuration:XO °'� 040 a /b : Size: 18 %z x 38 3/8".,E/A (Dade County Product Approval NOA:02-0719.07.Expires Jan. 2,2008)Mu-Rise,Large Missile 3 W4 o Approved Wind Pressures > Site Specific Pressure Iac O PW + 66.7 / -75.0 psf + 57.6/ -62.5 psf (zone 4) Glass type Description: , 7/16",3/16"HS/3/16"HS w/0.090 PVB. WW c Ila/Ilb/I2a /I2b : Size: 26 %a x 50 5/8".,FJA Q4 N Approved Wind Pressures > Site Specific Pressure E: Aluminum Horizontal Sliding Windows"Series HR-810",size: 74 x 50 5/8". + 90.0 / -110.0 psf + 57.6/ -77.1 psf (zone 5) Configuration:XO Mullion: N � (Dade County Product Approval NOA:02-0719.07.Expires Jan. 2,2008)MULMse,Large Mnsile Vertical : 1 x 2 %x 5/8 x 50 5/8". Z $ v M Impact (Dade County Product Approval NOA:04-0528 05.Expires Jun.28,2006 w Glass type Description: , Approved Wind Pressures > Site Specific Pressure(max.) w m 7/16" 3116"HS/3/16"HS w/0.090 PVB. + 123.0 / - 141.0 psf + 57.6/ -77.1 psf (zone 5) W n. a g a /b : Size: 74 x 50 5/8",E/A(Egress Windows:Opening=13.0 sq/ft) a w 6 o T Z N IL Approved Wind Pressures > Site Specific Pressure el: Aluminum Horizontal Sliding Windows"Series HR-810",size: 37 x 38 1/8". CD w_� + 90.0 / -110.0 psf + 57.6/ -77.1 psf (zone 5) Configuration:XO z Y (Dade County ProductApproval NOA:02-0719 07.Ekpires Jan.2,2008)Mid-Rise,L Missile V Impact 0 v Glass type Description: ,7/16",3/16"HS/3/16"HS w/0.090 PVB. �. �_ z z° W w a/b : Size: 37 x 38 1/8",E/A a Approved Wind Pressures > Site Specific Pressure + 90.0 / -110.0 psf + 57.6/ -77.1 psf (zone 5) f � D - 5 D M 00 K Aluminum Horizontal Sliding Windows"Series HR—810" size: 37 s 381/8". N:Aluminum French Door "Series SWD- 101",size: 36 x 79'/a". M 'M CJ Configuration:XO (Dade County Product Approval NOA:02-0701.12.Expires Nov.22,2006)Large Missile Impact `� '� Glass type Description:Option A 7/16" 3/16"Annealed/3/16"Annealed. w/0.090 Inner layer R' 00 0 (Dade County Produd Approval NOA:02-0719.07.Expires Jan.2,2008)MidLPise,Large Missile Impact G : Size: 36 x 79% Glass type Description: , 7/16",3/16"HS/3/16"HS w/0.090 PVB. Approved Wind Pressures > Site Specific Pressure + 75.0 / -75.0 psf + 55.0/-59.9 psf (zone 4) w a/b : Size: 37 x 38 1/8",E/A Approved Wind Pressures > Site Specific Pressure + 90.0 / -110.0 psf + 57.6/ -77.1 psf (zone 5) 0: Aluminum Horizontal Sliding Windows"Series HS—710",size: 37 x 38 3/8". Configuration:XO (Dade County Product Approval NOA:03-0612 06.Expires May. 20,2007)Large Missile Inract L: Aluminum Horizontal.Sliding Windows"Series HS—710",size: 74 x 38 3/8". Glass type Description: Option B,5/16", 1/8"Annealed/ 1/8"Annealed w/0.090 PVB. Configuration:XO a/b : Size: 18 %i x 38 3/8".,E/A (Dade County Product Approval NOA:03-1612.06.Expires May. 20,2007)Large Missile Impact Approved Wind Pressures > Site Specific Pressure Glass type Description: Option A,5/16", 1/8"Annealed/1/8"Annealed w/0.090 PVB. + 66.7 I -75.0 psf + 57.6 I -62.5 psf (zone 4) g a/b : Size: 37 x 38 1/8"11 VA uA Approved Wind Pressures > Site Specific Pressure A M + 66.7 / -75.0 psf + 57.6/ -62.5 psf (zone 4) 4 P: Aluminum Horizontal Sliding Windows"Series HS—710",size: 74 x505/8". Configuration:XO a W M: Aluminum Horizontal Sliding Windows"Series HS—710",size: 74 x 38 3/8". (Dade County Product Approval NOA:03-061206.Expires May. 20,2007)Large Missile Impact > c Configuration:XO Glass type Description: Option B,5/16", 1/8"Annealed/ 1/8"Annealed w/0.090 PVB. 3 (Dade County ProductApproval NOA:03-061206.Expires May. 20,2007)Large Missile Impact a /b : Size: 37 x 50 5/8".,E/A W Glass type Description:Option B,5/16", 1/8"Annealed/ 1/8"Annealed w/0.090 PVB. Approved Wind Pressures > Site Specific Pressure Q + 66.7 / -75.0 psf + 57.6/ -62.5 psf (zone 4) � O CA a/b : Size: 37 x 38 1/8",E/A 3 W � o Approved Wind Pressures > Site Specific Pressure + 66.7 I -75.0 psf + 57.6 I -62.5 psf (zone 4) g N to N Uf- z � Uj LU 0. NaLU ou- m Z W_r Z .- � W �' p ? o � J N Z ui E - 6 P c ,a",• rr,�'9 a a � � :� ti)o n .. +`. .' "� ,. -k. - . � .r. - y,;, ... .a ',� MILTON CUBAS, P.E. , INC. ' 1302 NE 125 ST. NORTH MIAMI, FL 33161 (305) 891-4174 FAX 891-4175 / Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida t� CUSTOMER : ANDREW ITKOFF & W VALERY Andrew Itkoff & W Valery JOB NUMBER : DATE 3/18/2005 DFFSCRIPTION : Al: Picture Windows *** DESIGN WIND LOADS - ASCE 7-98 *** *** COMPONENTS AND CLADDING *** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 2. 50 : 12 (11.77 DEG) TRIBUTARY AREA = 29. 6 FT2 MEAN ROOF HEIGHT = 19. 3 FT Kh = 0. 895 qh = 48. 8 PSF DISTANCE, Z = 19. 3 FT Kz = 0. 895 qz = 48. 8 PSF WIND LOADS WALL AREA 4 5 GCp (+) 0. 917 0. 917 GCp (-) -1. 017 -1.233 PRESSURE 53.5 53.5 (psf) SUCTION -58.4 -69. 0 (psf) P = qh[ (GCp) - (GCpi) l � ,. GCpi = ± 0. 18 BUILDING WIDTH., = 75. 0 a 4 5 a 4 b CORNER DISTANCk, .,, a = 7 .5 T ,7 C' 1 c MILTON CUBAS, P.E. , INC. / 1302 NE 125 ST. NORTH MIAMI, FL 33161 (305) 891-4174 FAX 891-4175 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : ANDREW ITKOFF & W VALERY Andrew Itkoff & W Valery JOB NUMBER : DATE 3/18/2005 DESCRIPTION : A2 = A3: Horizontal Roller . *** DESIGN WIND LOADS - ASCE 7-98 *** *** COMPONENTS AND CLADDING *** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 2.50 : 12 (11.77 DEG) TRIBUTARY AREA = 6.0 FT2 MEAN ROOF HEIGHT = 19.3 FT Kh = 0. 895 qh = 48. 8 PSF DISTANCE, Z = 19.3 FT Kz = 0. 895 qz = 48. 8 PSF WIND LOADS WALL AREA 4 5 GCp (+) 1.000 1. 000 GCp (-) -1. 100 -1. 400 PRESSURE 57. 6 57. 6 (psf) SUCTION -62.5 -77. 1 (psf) P = qh[ (GCp) - (GCp i) ] GCpi = ± 0.18 BUILDING WIDTH = 75. 0 FT a 4 5 a 4 b CORNER DISTANCE, a = 7.5 FT MILTON CUBAS, P.E. , INC. !fes 1302 NE 125 ST. NORTH MIAMI, FL 33161 (305) 891-4174 FAX 891-4175 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : ANDREW ITKOFF & W VALERY Andrew Itkoff & W Valery JOB NUMBER : DATE 3/18/2005 PFSCRIPTION : B1a / Blb / B2a / B2b : Horizontal Roller *** DESIGN WIND LOADS - ASCE 7-98 *** *** COMPONENTS AND CLADDING *** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1. 00 Kzt = 1.00 ROOF SLOPE = 2. 50 : 12 (11.77 DEG) TRIBUTARY AREA = 9.5 FT2 MEAN ROOF HEIGHT = 19.3 FT Kh = 0.895 qh = 48.8 PSF DISTANCE, Z = 19.3 FT Kz = 0.895 qz = 48.8 PSF WIND LOADS WALL AREA 4 5 GCp (+) 1. 000 1. 000 GCp (-) -1. 100 -1. 400 PRESSURE 57. 6 57. 6 (psf) SUCTION -62.5 -77. 1 (psf) P = qh[ (GCp) - (GCp i) GCpi = ± 0.18 BUILDING WIDTH = 75. 0 FT a 4 5 a 4 b CORNER DISTANCE, a = 7 .5 FT MILTON CUBAS, P.E. , INC. �(, 1302 NE 125 ST. NORTH MIAMI, FL 33161 (305) 891-4174 FAX 891-4175 �//1 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida 1}, CUSTOMER : ANDREW ITKOFF & W VALERY Andrew Itkoff & W Valery JOB NUMBER : DATE 3/18/2005 DESCRIPTION : Cl: Pictures Windows / *** DLSIGN WIND LOADS - ASCD 7-98 *** *** COMPONENTS AND CLADDING *** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1. 00 Kzt = 1. 00 ROOF SLOPE = 2.50 : 12 (11.77 DEG) TRIBUTARY AREA = 7 .3 FT2 MEAN ROOF HEIGHT = 19.3 FT Kh = 0. 895 qh = 48. 8 PSF DISTANCE, Z = 19.3 FT Kz = 0. 895 qz = 48. 8 PSF WIND LOADS WALL AREA 4 5 GCp (+) 1. 000 1. 000 GCp (-) -1. 100 -1.400 PRESSURE 57 . 6 57. 6 (psf) SUCTION -62.5 -77. 1 (psf) P = qh[ (GCp) - (GCp i) ] GCpi = t 0. 18 BUILDING WIDTH = 75. 0 FT a 4 5 a 4 b CORNER DISTANCE, a = 7 .5 FT MILTON CUBAS, P.E. , INC. • 1302 NE 125 ST. NORTH MIAMI, FL 33161 (305) 891-4174 FAX 891-4175 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : ANDREW ITKOFF & W VALERY Andrew Itkoff & W Valery JOB NUMBER : DATE 3/18/2005 DESCRIPTION : D1 = D2 = 01 = 02: Horizontal Roller *** DESIGN WIND LOADS - ASCE 7-98 *** *** COMPONENTS AND CLADDING *** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1. 00 Kzt = 1. 00 ROOF SLOPE = 2. 50 : 12 (11.77 DEG) TRIBUTARY AREA = 4. 9 FT2 MEAN ROOF HEIGHT = 19.3 FT Kh = 0.895 qh = 48.8 PSF DISTANCE, Z = 19.3 FT Kz = 0. 895 qz = 48.8 PSF WIND LOADS WALL AREA 4 5 GCp (+) 1. 000 1. 000 GCp (-) -1. 100 -1. 400 f PRESSURE 57. 6 57. 6 (psf) SUCTION -62. 5 -77. 1 (psf) P = qh[ (GCp) - (GCp i) ] GCpi = ± 0.18 BUILDING WIDTH = 75. 0 FT a 4 5 a 4 b CORNER DISTANCE, a = 7 .5 FT MILTON CUBAS, P.E. , INC. • 1302 NE 125 ST. NORTH MIAMI, FL 33161 (305) 891-4174 FAX 891-4175 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida � CUSTOMER : ANDREW ITKOFF & W VALERY Andrew Itkoff & W Valery JOB NUMBER : DATE 3/18/2005 DESCRIPTION : E1 / E2 / P1 / P2: Horizontal Roller *** DESIGN WIND LOADS - ASCE 7-98 *** *** COMPONENTS AND CLADDING *** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1. 00 Kzt = 1.00 ROOF SLOPE = 2. 50 : 12 (11.77 DEG) TRIBUTARY AREA = 13.0 FT2 MEAN ROOF HEIGHT = 19.3 FT Kh = 0. 895 qh = 48.8 PSF DISTANCE, Z = 19.3 FT Kz = 0. 895 qz = 48.8 PSF WIND LOADS WALL AREA 4 5 GCp (+) 0. 980 0. 980 GCp (-) -1. 080 -1.360 PRESSURE 56. 6 56. 6 (psf) SUCTION -61. 5 -75.2 (psf) P = gh[ (GCp) - (GCpi) ] GCpi = ± 0.18 BUILDING WIDTH = 75.0 FT a 4 5 a 4 b CORNER DISTANCE, a = 7.5 FT MILTON CUBAS, P.E. , INC. 1302 NE 125 ST. NORTH MIAMI, FL 33161 (305) 891-4174 FAX 891-4175 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : ANDREW ITKOFF & W VALERY Andrew Itkoff & W Valery JOB NUMBER : DATE 3/18/2005 DESCRIPTION : F1 / F2 : Horizontal Roller • *** DESIM WIND LOADS - ASCE 7-98 *** *** COMPONENTS AND CLADDING *** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 2.50 : 12 (11.77 DEG) TRIBUTARY AREA = 9.8 FT2 MEAN ROOF HEIGHT = 19.3 FT Kh = 0.895 qh = 48.8 PSF DISTANCE, Z = 19. 3 FT Kz = 0. 895 qz = 48. 8 PSF WIND LOADS WALL AREA 4 5 GCp (+) 1. 000 1. 000 GCp (-) -1. 100 -1.400 PRESSURE 57. 6 57. 6 (psf) SUCTION -62.5 -77. 1 (psf) P = qh[ (GCp) - (GCpi) GCpi = ± 0.18 BUILDING WIDTH = 75. 0 FT a 4 5 a 4 b CORNER DISTANCE, a = 7.5 FT MILTON CUBAS, P.E. , INC. 1302 NE 125 ST. NORTH MIAMI, FL 33161 (305) 891-4174 FAX 891-4175 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida S� CUSTOMER : ANDREW ITKOFF & W VALERY Andrew Itkoff & W Valery ,JOB NUMBER : DATE 3/18/2005 DESCRIPTION : G- N French Doors J *** DESIGN WIND LOADS - ASCE 7-98 *** *** COMPONENTS AND CLADDING *** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1. 00 Kzt = 1. 00 ROOF SLOPE = 2. 50 : 12 (11.77 DEG) TRIBUTARY AREA = 20. 0 FT2 MEAN ROOF HEIGHT = 19.3 FT Kh = 0.895 qh = 48.8 PSF DISTANCE, Z = 19.3 FT Kz = 0.895 qz = 48.8 PSF WIND LOADS WALL AREA 4 5 GCp (+) 0. 947 0. 947 GCp (-) -1. 047 -1.294 PRESSURE 55. 0 55. 0 (psf) SUCTION -59. 9 -71. 9 (psf) P = gh[ (GCp) - (GCpi) ] GCpi = ± 0.18 BUILDING WIDTH = 75.0 FT a 4 5 a 4 b CORNER DISTANCE, a = 7.5 FT MILTON CUBAS, P.E. , INC. 1302 NE 125 ST. NORTH MIAMI, FL 33161 (305) 891-4174 FAX 891-4175 / Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida 1� CUSTOMER : ANDREW ITKOFF & W VALERY Andrew Itkoff & W Valery JOB NUMBER : DATE 3/18/2005 DESCRIPTION : H1= H2 Horizontal Roller *** DESIGlq WIND LOADS - ASCE 7-98 *** *** COMPONENTS AND CLADDING *** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1. 00 Kzt = 1. 00 ROOF SLOPE = 2. 50 : 12 (11.77 DEG) TRIBUTARY AREA = 14. 0 FT2 MEAN ROOF HEIGHT = 19.3 FT Kh = 0.895 qh = 48.8 PSF DISTANCE, Z = 19. 3 FT Kz = 0. 895 qz = 48. 8 PSF WIND LOADS WALL AREA 4 5 GCp (+) 0. 974 0. 974 GCp (-) -1. 074 -1. 348 PRESSURE 56.3 56.3 (psf) SUCTION -61.2 -74. 6 (psf) P = qh[ (GCp) - (GCp i) ] / GCpi = ± 0.18 BUILDING WIDTH = 75. 0 FT a 4 5 a 4 b CORNER DISTANCE, a = 7.5 FT MILTON CUBAS, P.E. , INC. 0 1302 NE 125 ST. NORTH MIAMI, FL 33161 (305) 891-4174 FAX 891-4175 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : ANDREW ITKOFF & W VALERY Andrew Itkoff & W Valery JOB NUMBER : DATE 3/18/2005 DESCRIPTION : Ila / Ilb / I2a / I2b : Horizontal Roller *** DESIGN WXND LOADS - ASCE 7-98 *** *** COMPONENTS AND CLADDING *** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1. 00 Kzt = 1. 00 ROOF SLOPE = 2.50 : 12 (11.77 DEG) TRIBUTARY AREA = 9.3 FT2 MEAN ROOF HEIGHT = 19.3 FT Kh = 0. 895 qh = 48. 8 PSF DISTANCE, Z = 19. 3 FT Kz = 0. 895 qz = 48.8 PSF WIND LOADS WALL AREA 4 5 GCp (+) 1.000 1.000 GCp (-) -1. 100 -1.400 PRESSURE 57. 6 57. 6 (psf) SUCTION -62. 5 -77. 1 (psf) P = qh[ (GCp) - (GCpi) ] GCpi = ± 0. 18 BUILDING WIDTH = 75.0 FT a 4 5 a 4 b CORNER DISTANCE, a = 7 .5 FT MILTON CUBAS, P.E. , INC. 1302 NE 125 ST. NORTH MIAMI, FL 33161 (305) 891-4174 FAX 891-4175 `} Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida / CUSTOMER : ANDREW ITKOFF & W VALERY Andrew Itkoff & W Valery JOB NUMBER : DATE 3/18/2005 DESCRIPTION : Jla / J1b / Kla / Klb : Horizontal Roller *** DESIGN W ND LOADS - ASCE 7-98 *** *** COMPONENTS AND CLADDING *** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 2.50 : 12 (11.77 DEG) TRIBUTARY AREA = 9. 9 FT2 MEAN ROOF HEIGHT = 19. 3 FT Kh = 0. 895 qh = 48. 8 PSF DISTANCE, Z = 19.3 FT Kz = 0.895 qz = 48.8 PSF WIND LOADS WALL AREA 4 5 GCp (+) 1. 000 1. 000 GCp (-) -1. 100 -1.400 PRESSURE 57. 6 57. 6 (psf) SUCTION -62.5 -77. 1 (psf) P = gh[ (GCp) - (GCpi) ] GCpi = ± 0.18 BUILDING WIDTH = 75.0 FT a 4 5 a 4 b CORNER DISTANCE, a = 7. 5 FT MILTON CUBAS, P.E. , INC. n, 1302 NE 125 ST. NORTH MIAMI, FL 33161 (305) 891-4174 FAX 891-4175 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : ANDREW ITKOFF & W VALERY Andrew Itkoff & W Valery JOB NUMBER : DATE 3/18/2005 DESCRIPTION : Lla / Llb / Mla / Mlb : Horizontal Roller *** DESIGN WIND LOADS - ASCE 7-98 *** *** COMPONENTS AND CLADDING *** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1. 00 Kzt = 1. 00 ROOF SLOPE = 2.50 : 12 (11.77 DEG) j TRIBUTARY AREA = 9. 9 FT2 MEAN ROOF HEIGHT = 19.3 FT Kh = 0. 895 qh = 48.8 PSF DISTANCE, Z = 19.3 FT Kz = 0.895 qz = 48.8 PSF WIND LOADS WALL AREA 4 5 GCp (+) 1.000 1.000 j GCp (-) -1. 100 -1.400 PRESSURE 57. 6 57. 6 (psf) SUCTION -62. 5 -77. 1 (psf) P = gh[ (GCp) - (GCpi) ] GCpi = f 0.18 BUILDING WIDTH = 75. 0 FT a 4 5 a 4 b CORNER DISTANCE, a = 7.5 FT MILTON CUBAS, P.E. , INC. 1302 NE 125 ST. NORTH MIAMI, FL 33161 (305) 891-4174 FAX 891-4175 / Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : ANDREW ITKOFF & W VALERY Andrew Itkoff & W Valery TOB NUMBER : DATE 3/18/2005 DESCRIPTION : C2 = C3: Horizontal Roller ' *** DESIGN HIND LOADS - ASCE 7-98 *** *** COMPONENTS AND CLADDING *** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1. 00 Kzt = 1. 00 ROOF SLOPE = 2. 50 : 12 (11.77 DEG) TRIBUTARY AREA = 9. 4 FT2 MEAN ROOF HEIGHT = 19.3 FT Kh = 0.895 qh = 48. 8 PSF DISTANCE, Z = 19.3 FT Kz = 0. 895 qz = 48.8 PSF WIND LOADS WALL AREA 4 5 GCp (+) 1. 000 1.000 GCp (-) -1. 100 -1. 400 PRESSURE 57. 6 57. 6 (psf) SUCTION -62.5 -77. 1 (psf) P = gh[ (GCp) - (GCpi) ] GCpi = ± 0.18 BUILDING WIDTH = 75.0 FT a 4 5 a 4 b CORNER DISTANCE, a = 7.5 FT &-73 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Buil 'ng nspection Request Date Type Insp'n Permit No. Name Address 12®U NF. l S Company O w elp l( Phone# Inspection Date Approved Correction ❑ Re-Insp'n Fee ❑ 73L434% MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date oil` 6 Type Insp'n �1 t71� ILw Permit No. Name Cok\Q 0 \N1)k Address ON S Company_.K A's ?t)1 s Phone# 71! ,,1 "fib\ ! 0-1 1 Inspection Date O��oZ�aS Approved Correction ❑ /�'� ! �✓� Re-Insp'n Fee ❑