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MultipleMiami 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: 3/9/2006 Expires: 03/06/2007 Permit Number: PT -3-06 -553 Owner's Name: WINIFRED HOFF Phone: Permit Type: Paint Work Classification: New Job Address: 117 103 Street NE Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: EXTERIOR PAINTING Additional Information Type of Work: Exterior Color. SPICE GOLD, STONE HOUSE, WOOD A Additional Info: Classification: Residential me of this permit, I agree to 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 CCF $0.60 Education Surcharge $0.20 Notary Fee $5.00 Permit Fee $60.00 Technology Fee $1.50 Total: $67.30 Building Department File Copy Applicant Signature Parcel #: Block: 1121360130810 Lot: Section: PB: Total Square Feet 0 Total Valuation: $ 1,000.00 Final Invoice Number Amt Due Amt Paid PT -3-06 - 24020 $67.30 C Ell Total: MAR 1 o PAID 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. ,y °� Inspection Worksheet to Miami Shores Village .QfLJqW 4, MUM 10050 N.E. 2nd Avenue Miami Shores, FL FkTBS \N 9 ®lt6D¢' Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP'A 1282 Permit Number PT-3--06-663. Inspection Date: 02/05/2007 Permit Type: Paint Inspector: Grande, Claudio Inspection Type: Final Owner: HOFF, WINIFRED Work Classification: New Job Address: 117103 Street NE Miami Shores Village, FL 33138- et Phone Number Parcel Number 1121360130810 Project: <NONE> Block: Lot: Contractor: HOME OWNER Rnilrlinn rlanarfmant Cnmmanfr EXTERIOR PAINTING FEB 0 6 2007 Inspector Comments Passed ©z � 0 t;--o Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, February 2, 2007 Page 1 of 1 - _ Sta*klard Residential S mp Drawing Rail' End's. - a Bond Top Rai l :w Wire Sleeve max® 10 -0� to center maximum T ®p Rail.. a ..:. cap . . :Tension Band , i �- . . == : L if, 7a ll . Post hole di•am6 ter is 4 times the di.-m t,srr of the post, TERMINAL . POST LINE POST .TOP -RAIL•- -Size . Wt. per ft. Size .Wt. per ft• Size Wt. per f; 1 5/8 or 2" 1 3/8" or 1 5 8" # iae-Is outside dimension Weight -is pounds per• linear foot MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERN41T Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regula- tions 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 a work. 19` �•--� -- - ---- -- - -- Owner's Name and Address___ _ Registered Architect and /or Engineer —___ Name and address of licensed contractor _ �- Location and legal description of lot to be built on: Lot___ Block__ -------- _ Subdivision __– -------- ___ Street and Number where work is to be done ----- ___�_�___�1�. State wrt to be done and purpose of building (by floors ),_____ --- – ---------------- --- - - -- -- – – – --------------------------- ---- ------------ - - - -and for no other purpose. New Building__________ Remodeling – ------ – ----- _--- Addition________________ Repairs ___________________________ No. of Stories______ —____ To be constructed ofd Kind of //foundation_______ _ __ ___ ________- _____________Roof Covering– ___- __— --- _ ---- Estimated Total cost of improvements $_ —_ k= __5_0 _ - -_— Amount of Permit $______ —/L-0— ?__ - -___ Zone cubage required— ___ —___ — Plan Cubage ------ _ Distance to next nearest building_– _ -- -Size of Building Lot - ------ Maximum live load to be borne by each floor— I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to – - - - -- - -- — - -_- - - - - - -_— The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted fo ection on the site of the works h public notice or notices as are required by the Act. The undersigned agrees to employ only such bcop ctors, on w k to be per r led under this permit, as are licensed by Miami Shores Village. Remarks STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared - -- -- – — -- --; -- - -- –_ __ — _ -- - -- – me well known, and who, being by me first duly sworn, upon oath deposes and says that he is of the above described construction, that he has carefully ad the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No._ —j� —_____ DateYG"T °�`_ Read, Sworn to and Subscribed before me. Disapproved -- - ----- ----- __ -- -- Date Notary Public, State of Florida (Signed) ____.________---- _-- ____- - - - - -- -- ---- ------ Building Inspector My Commission Expires_____— __ —___ PLANNING BOARD —_ DATE Chairman Member _ Member __ _ —_ Member Member — �_— Member Council Approved---- --- -- -__ —__ _— �__________- -Date Disapproved 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 building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regula- tions 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 a work. ^y 19, ^_�..�. a , Owner's Name and Address.: _ No ------ Street— ___�_�___ —�__�_ Registered Architect and /or Name and address of licensed Location and legal description Lot____ Block___— _________ Subdivision___ __ �___ - -___— Street and Number where work is to be done___ —_ __ State wfrc to be done and purpose of building (by floors) V �_�. – -- - -- - -- — — — _— -- - - - -- – - -- ----------- ------ --------------- - - - - -- --and for no other purpose. New Building__ ________ _._____ Remodeling--------------- Addition_____ – _ Repairs ----------------------- – --- No. of Stories ----- — _-------- To be constructed o!�& -3,,r Kind of foundation_____f`,.,_&,-,4, _____ - ---------------- Roof Covering ------------------ Estimated Total cost of improvements $— _____L- , _Cy'� __—_--Amount , of Permit $_____- Ae__T_Q___;�_ _ Zone cubage required — —Plan Cubage– Distance to next nearest building___ of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted f0�. 1.mnspection on the site of the work s ch public notice or notices as are required by the Act. The undersigned agrees to employ only such iibcont ctors, on w k to be per r ed under this permit, as are licensed by Miami Shores Village. r, Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared _to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.___ _.___ Date ' _ Read, Sworn to and Subscribed before me. Disapproved--- --- ----- ------ ____ -_ Date Notary Public, State of Florida (Signed) --------------------------------- Building Inspector My Commission Expires ----- PLANNING Chairman Member Member BOARD— DATE Member -- - - - -- -- Member Member – Council Approved —__ __ —Date Disapproved __ _ —___— _ _ ----- 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, J� MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Permit No...... __ ....... Date... ...... ... ......... .._.............._............ Application is hereby made for the approval of the detailed statement of the pens and specifications herewith submitted for the building or other structure herein described. This application is made in complia::,.: and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida; all ordinances : 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. Owners Name and Address__ - Hof f 117 N.E. 103 _.. ..................... ................... No ----- ...._ ..._............... ...,..... Street ........ --° .................. ........ ............ .. RegisteredArchitect and /or Engineer _ ......... - . _... ..... __....._......... ..... „_-- _....°,_....-- ........ .. . - °- ............................................ . •- --•--- ........... Employing Electrician's Name ...... SUN .... T T ..... 1 GT IC.s INC.•_..No...,..--- 97�0 . ... .:. . :_.... tree . Ve_.•.......... .................. ........... Location and Legal Description Lot ....... .... .. .... ......... -- --• ----._.......B lock..- .- - - -... ................ _ ....... ,,. Subdivision... .................. ............ ---.,......... Street and Number where work is to be performed— No..-..._ .. ........ .. ..__............. ...- -............ ,...- ....,. °.,.. -. Street-.. ........................... °.......... ___ ....... ........... State work to be performed and purpose of building (By Floors) _ _.. ........ .................. .. .... .::....: New Building ---------- ....... ...............Remodeling..... _ ......... Addition ._ _ _. Repairs.. _.......... ._............. ........No. of Stories ......... -...... -- - Overhead Service Undergrc,and ize Feeders... ... ...... .Conduit.... ........ Main Sw ....... . -Am s ....,_ ......,.,..... Main buses .. ........ __ . _,_.. ...Am s Type : i, Installation—Conduit. . . ........ .. .T: b: Ig,.- _B.X L ._ . Metal Moulding. . Amount of Permit $..... (Signed)._......... ....:.. .. ....... _.. •• ......- • ................... Electrical Inspector, The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the - lorida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required b. the Act, The undersigned agrees to emplov only such subcontractors, on work to be performed under this permit, as are licensed by- Miami Shores Village. 5Ir(Signed).,.._, ... '.. ✓.r� ..... .. ... ............................... Master Electrician. STATE OF FLORIDA, 1 COUNTY OF DADE. !j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared.............................. .•---.._..._.. ......,_.....--- ............... ... >............._ to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the- . ......... ...... .................. ............ ._...... of the above described construction, aad he ha: carefully road the foregoim application, and that he did sign the same, and that all facts therein by him stated are true. .. .... .. ...... ......................... ................_...........:.. .. .............. ....._...._ ..___....._._......_........... My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re-inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. SWITCH LIGHT PLUG FIXTURES REFRIG, IRON RANGE RANGE WATER W. HF,?..T. SPACE STRIP TOTAL OUTLETS OUTLETs REcF'P'T•S NO. LAMES OUTL =: -r OUTLET OUTLET CONN. HEATCR CONN, HE,,,, *'ER HEATER CONTR LIST _ CHECK ENT. DI':, i" !ERWCE SERV¢C,l: h,lOiO:, � •; TORS s'� --N RADIO TOTAL Sw. C,ae T P. PERM 0.1 HP 1.5 HP TRANS. c L1 U sT Inc . o 10 AMPS pump 4.00 CHECK Overhead Service Undergrc,and ize Feeders... ... ...... .Conduit.... ........ Main Sw ....... . -Am s ....,_ ......,.,..... Main buses .. ........ __ . _,_.. ...Am s Type : i, Installation—Conduit. . . ........ .. .T: b: Ig,.- _B.X L ._ . Metal Moulding. . Amount of Permit $..... (Signed)._......... ....:.. .. ....... _.. •• ......- • ................... Electrical Inspector, The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the - lorida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required b. the Act, The undersigned agrees to emplov only such subcontractors, on work to be performed under this permit, as are licensed by- Miami Shores Village. 5Ir(Signed).,.._, ... '.. ✓.r� ..... .. ... ............................... Master Electrician. STATE OF FLORIDA, 1 COUNTY OF DADE. !j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared.............................. .•---.._..._.. ......,_.....--- ............... ... >............._ to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the- . ......... ...... .................. ............ ._...... of the above described construction, aad he ha: carefully road the foregoim application, and that he did sign the same, and that all facts therein by him stated are true. .. .... .. ...... ......................... ................_...........:.. .. .............. ....._...._ ..___....._._......_........... My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re-inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. FLA. �ilA��f i SHORES VILLAGE, -tvPLICATION FOR SEPTIC TANK PERMIT DIVISION OF PLU,iBING INSPSION - Date: I herewith submit the following application for a permit covering the installation of a Septic Tank: Soakage Pit; : Relaying: New: Feet of drain tile: Installed by: Address: . 4 -�' (NEW; Old: Story: Addition: Remodeled: For a (Store: Garage: Apt: Hotel: Office Bldg. (Res: -V Garage wash floor: _ ' -haste water from a: Building has Stores; Offices; Apts; Hotel Rms; Bedrums 44 Owner or Agent: Address. Lot No.]! � Block No. SUBDIVISION Address of work: / ,► No. of Plumbing Fixtures: Laundry Tubs: Floor Drains: Nature of water supply: dity:V Well: Feet Distant from all wells: M�ype of tank installed: capacity in gallons: Size of Soakage Pit: Purpose of same: Additional information: Ready for Inspection: Date: 0- 2-!' 3� Time: APPROVED BY: G-L� CONDEMNED BY; Remarks: PERMIT NO ?) %'' a 4 .. .x h r A a +c _ .. � .: - � � .:'. A:2�4 SM. 9.85. Sketch position of building and lot lines in square (which represents' an entire city black), showing on which street DIVISION Cif PLUMBING INSPECTION the building and lot faces: also shostreet and position of lateral or septic p tank. Show. I ve exact locations of "Y" �n pos DEPARTMENT OF PUBLIC SERVICE sewer and any change in direction same may make. The purpose of this plan is to have an accurate layout of all 14iIAMI ' FLORIDA underground pipes for future references. 77 ,19 I herewith submit the following pl of plumbing for approval: a_ Employing Plumber Work executed by New kr Old ❑ Story ❑ / Addition ❑ Remodeled ❑ NORTH ry For a BA H LSHOWERS LAVA- SINKS Dwelling Store ❑ Garage ❑ Apartment ❑ Hotel ❑ Office Bldg. ❑ Owner or Agent r Address TOTAL Builder or Contractor is Address TORIES '- Lot No. � /fir z Block No. / � / Y `Y Subdivision BASIN ' Address FOUNT'NS r Sewer Connections At center of St. 0 At curb ❑ At property line ❑ Existing in alley ❑ Existing bldg: sewer ❑ To septic tank Existing bldg. drain ❑ To dry well ❑ 4� 68TS, BA H LSHOWERS LAVA- SINKS SLOP LAUNDRY .URINALS CATCH °. FLOOR DRINKING TOTAL —. TORIES '- SINKS TUBS — BASIN DRAIN ` FOUNT'NS FIXTURES A cbarge of $1.00 will be made for correcting any inaccuracies in the foregoing information. DO NOT WRITE IN SPACE BELOW. THIS IS FOR THE USE OF THE DIVISION OF PLUMBING INSPECTION ONLY. to Date Date Date ROUGH -IN INSPECTION SEWER INSPECTION FINAL INSPECTION Ground t2Nhjp Rain Leader A.M. ?� P. M. A.M. p. M. A.M. 0. AL Approved by Q . s Approved by Approved b ! y ; t ' Condemned by Condemned by Condemned by d - F REMARKS REMARKS REMARKS } v� THIS SPACE FOR ELEVATION SKETCH A PERSPECTIVE SKETCH WILL BE SUFFICIENT THIS SPACE FOR PLAN SKETCH In alterations to existing work show the old work in red ink and the new in black ink. Letter each stack to correspond PROVIDED THE WORK CAN BE CLEARLY SHOWN Show 'location of stacks and horizontal drains inside building, lettering each opening to corres' and with the stock co n- P with the opening shown in floor plan or ground plan on opposite page. nections as shown on the elevation sketch on opposite page. Where ground work is concealed, draw floor plan of build - ing showing location of walls, partitions, columns, etc., and the location of all horizontal soil and waste pipes, in ref- erence to same. �V C,o ,. :. .. :..._ :..e .. r_ r+ .,:..H x. d §v3" ,'F•_ F,.::� '.r s ... ,. '�;. t 4 :.:.. ,.3 �q".. ..�. .. kFe:: K. '.. ... :. i. .... 3"'. .: ..+, Y:.. -l... e,: ..x . �: Y, x:, ,, t._.. ,r . yr x Y, Garage ❑ Apartment ❑ Hotel ❑ Office Bldg. ❑ Owner or Agent � ,� ` Sketch position of building and lot lines in square (which represents an entire city block) , showing on which street '*•844 S 9- 99ISION OF -PLUMBING INSPECTION 1 iVN Lot No Block No:i't -- Subdivision the building nd lot faces; also show exact locations of: "'•, in street and position of lateral or septic tank. Show, r. g DEPARTA7tkNT OF PUBLIC SERVICE .i�0 -7 sewer and any change in direction same may make. The purpose of this plan is to have an accurate layout of all, At curb ❑ At property line ❑ Existing in alley ❑ Existing bldg sewer To septic tank ❑ Existing bldg. drain ❑ Tof" k FLORIDA CLOSETS BATH SHOWERS SINKS. TUBS TORIES - underground pipes for future references. I9' DO NOT WRITE IN SPACE BELOW. THIS IS FOR THE USE OF THE DIVISION OF PLUMBING INSPECTION ONLY. I herewith submit the following plan of plumbing for approval: .�j Date Employing Plumber` Work executed by ` Date ROUGH -IN INSPECTION : _ SEWER INSPECTION NORTH New []%''"'r Old ❑ Story Addition ❑ Remodeled �} Fora - Dwelling ( Store ❑ Garage ❑ Apartment ❑ Hotel ❑ Office Bldg. ❑ Owner or Agent � ,� ! � Address Builder or Contractor is Address Lot No Block No:i't -- Subdivision Address .i�0 -7 Sewer Connections At center of St. ❑ At curb ❑ At property line ❑ Existing in alley ❑ Existing bldg sewer To septic tank ❑ Existing bldg. drain ❑ Tof" k CLOSETS BATH SHOWERS SINKS. TUBS TORIES - SLOP .LAUNDRY .URINALS. CATCH FLOOR DRINKING SINKS TUBS BASIN DRAIN FOUNT'NS. A charge of $11.00 will be made for correcting any inaccuracies in the foregoing .information. ' DO NOT WRITE IN SPACE BELOW. THIS IS FOR THE USE OF THE DIVISION OF PLUMBING INSPECTION ONLY. A .�j Date Date Date ROUGH -IN INSPECTION : _ SEWER INSPECTION FINAL INSPECTION Ground Rough -In Rain Leader A.M. P. M. A.M. p. At A.M. r+: M. e Approved by Approved by Approved by Condemned by Condemned by 'a Condemned by REMARKS REMARKS REMARKS M i THIS SPACE FOR ELEVATION SKETCH A PERSPECTIVE SKETCH WILL BE SUFFICIENT THIS SPACE FOR PLAN SKETCH In alterations to existing work show the old work in red ink and the new in black ink. Letter each stack to correspond PROVIDED THE WORK CAN BE CLEARLY SHOWN Show location of stacks and horizontal drains inside building, lettering each opening to correspond with the stock con - with the opening shown in floor plan or ground plan on opposite page: nections as shown on the elevation sketch on opposite page. Where ground work is concealed, draw floor plan of build- ing showing location of walls, partitions, columns, etc., and the location of all horizontal soil and waste pipes, in ref - erence to same. �t i� MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statumvnr or me plans and specifications herewith submitted for the build img or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Pillage, 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 iuilding 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. Y I Date .r .._._..._._ _.. . »» . ,19 Owner's Name and Addressr��....1' :..�. ........__»..`....... ::_ ........................».._ No .. : : » : »» Street ..... .._ »_........._. RegisteredArchitect and /or Engineer .... . ..................................................................... . ........... e.:,...... n....,..•,... nv, r„ ,...,,..,,e,r,,, :,,,............................... Name and address of licensed contractor....: L'� ...................... ' C L ......._ _........._. r... » ............_._ ... ._..........,....._ .... _ .... ......... - ..................._.sa ss_» Location and legal description of lot to be built on: Lot..... .` .................... Block. .. ._............... Subdivision..... ,rl }........._ � .. ...._.: ) .___..._............ _. ................. _sass..__ Street and Number where work is to be done .» ,i°,� -r ..... ._ ? r r .... sass »... ».._sass. »_ .._._ _.»..._».._........_.,.---»._.._.....».».._.... �... .._. ............... ».._........ State -work to be done and purpose of building (by floors) .......... Le I cc .< t. (y� %. i`<°- a— ✓ r..'I ! ;'.. /: r... / : %k�- ci f% GC.. l4! �t al �........,✓•.... »sass »_ .. ..�..... ....�...�.d.'c �. t t . e �t, ' .... --- .. -................................... 1 .......� »... »........and for other purpose .. sass _sass. ».._ »..._.._ .. no oth New Bui! ding ............................ entode'ling ................ ........ Addition .......................... Repairs................. . No. of Stories ...... ....... :_ ...... _ To be constructed of ......................... hind of foundation ............................................................. _. Roof Covering ....................... ........... ... _..r Estimated Total cost of improvements $...... ^ L.L. .......... ................... mount of Permit 5... 1i«.. ... _ .......................... _ » ................... _ ..... ... Zone cubage required ............................ ............................... ...Plan Cubage.............. Distance -to next nearest building ........................................... _ ........ _ ..... Size of Building Lot Maximum live load to be borne by each floor ............................................. ............................... I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to .. .......................................................................................... ... .............................. ................................................. sass ... ........... The Undcrsigrcd applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labur under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the llxuvisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be per:ormcd under this permit; and will post or cause to be pos ed 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 ;ubcontracto s. on work to be performed under this pcnnit, as are licensed by Miami Shores Village. I ) Remarks..._........... ........................................... c _ ( Signed)_.. STATE OF FLORIDA, 1 COUNTY OF DADE. i ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap. peared._..... . ..........................................................------.... ............-- •------ ....._.... ---- ................--- -. - - -- ...-- ........................ _.......... ......... - ....... - .......... _ .................. » ...to me well kaown, and who, being by me first duly sworn, upon oath deposes and says that he is the ......................................................................... ......... ....... ................ .. .... s s 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 e. . Permit No..--' o.._ '� . . j ri!' .............. Date.. _ � s ............ Read. Read, Sworn to and Subscribed before me. Disapproved ....... .k ....... Date.- _..------- ........_ - .............. ».._...... _..._. _. ..... .... ... Notary Public, State of Florida (Signed) .................... .1 ��... .......................__ ....... ....................... Building Inspector My Commission Expires ....... _. » ... . ........ _ ».._... »......,._ PLANNING BOARD ...................... ..................... _.._ ...... DATE Chairman........ ... ................._............................ ..._........._................. Member Member................................ _ ............................... ___ ..................... --_ Member ........ ...................... ................... ... ............. _- --------------------- - Member.. .. ............................................... _ ..... ....... .... _.............. Member Council Approved ............................................. ....__ .......... » » ...... Date Disapproved ......Date XUTt :: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained front the Nannir„ Board. A re- inspection fee of S1.00 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 wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build - ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date ...— ... -_J a n u _........ , ls. ? Owner's Name and Address .... r s.:.... ....... N o f f ... ___ ..... .... ... ... .......................... Registered Archite ct and /or f11,'tnt'¢F ...... ............................................... ....... ............... . .......... .,,„. ...... .,....,,...,..,..... e„ a, e: e..::. en..... ............................... Name and address of licensed contrpctor ... ObenOUr Roofing Co, 7357 N, W. Miami C t Location and legal description of lot to be built on: Lot._ ................. .. Block................ ........ Subdivision ..................... _ ... _ ............ _....._.._._ ._ _.....-._...._ ....._-- ................ ...... _ Street and Number where work is to be done ........1.....17 N. E. 103rd St. ..... State work to be done and purpose of building b floors Remove the roof and replace twith 1 -30 lb. PAPg ( Y ) -._ ........ — .._._........_ .. ..............• -..._. _ _..........__..._.._.....__ _.. _ . . _ . ............. ...>l d.... . me!ut .... shingle, ....t1la.------- _ ...................••-----•••--•-•---•---._.............._...................-•-...._.---..._.--.-......-----......_......................... ......._........._..._._....... ......and for no other purpose. New Building ........ _ _ ................ Remodeling ......................... Addition ............ .............. Repairs .........X ......... ..... No. of Stories ...... ................ — To be constructed of . .......................... kind of foundation .............. ............................................... _. Roof Covering ............ 1.8... s.�l.st..._.._..- Estimated Total cost of improvements $_2.955509 ............. ...... Amount of Permit & ....... ._5. -0 0 Zone cubage required .................... ............................... .................__....._..Plan Cubage Distance to next nearest building-.. .......... ..... __ ............. ......... . ..... Size of Building Lot .... .................. _ ..... _. .......... - ...... ................... __._.._._ Maximum live load to be borne by each floor--- - -- -- -------------- •--- . .................. .............................. _ ... ...... ....................... ....................................... I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may 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, Pernxnent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed b im in the work to be performed .under this permit; and will post or cause to be posted for inspectio _on the site of the work SUC4 publwotice or notices as are required by the Act. The undersigned agrees to employ only ch subrnn or , on rk to I KdpKpd 06er this permit, as are licensed by Miami Shores Village. 9,,.- Remarks.________ STATE OF FLORIDA, COUNTY OF DADE. ss (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the .............................. ................................................_......- of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No..— ..__.__� `y :._ _`__ ._..___ Date ..............._ ?............ ....__ Read, Sworn to and Subscribed before me. Disapproved ----------- - _ ---- --•--- ..,:= Date --- ........ - 1 ........... - ......- •--• . .. .. .............. Notary Public, State of Florida ( Signed) ............. .... � ✓ < -- .� �� / _ Building anapector -- My Commission Expires ....... _ ................. _ ...... .... ..._ .. _ .._ Chairman ......... ............ PLANNING BOARD ................. . . . .. ... .................. - .._......DATE ........ Member ...... Member-- ---•--• ..................•_.._..........._••------•--•--- •- •._..- --------- •--- -- -- -- - --- Member ....... .... ------- ------ --_--....-•---------..- --- ------_-.-_-.--------_-- Member ..... ..................................... ..... ... .,_. ..... —. _ Member Council Approved . Disapproved ...... _ ............................................................. . ........Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained Fran the Pianning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection at faulty materials and /or workmanship. BUILDING PERMIT Owner of Building 10 Contractor or Builder Miami Shores Village, PROPOSED LOCATION - 'k MIAMI SHORES VILLAGE OFFICE ))OF BUILDING INSPECTOR 4O " 7 , 19 0 360 No. STREET PART OF LOT LOT BLOCK SUBDIVISIO ROOF �L PERMIT FEE ��01 a DESCRIPTION OF BUILDING FRONT I DEPTH I HEIGHT STORIES TYPE OF CONST UCTION BUILDING TO BE USED FOR ROOF COST OF BUILDING PERMIT FEE ��01 a ) Frame Concrete Stucco Resid� e A ts. Stores Hotel 7A,6 V Y b This permit is issued to To f the building above described, as per application, Plans and S ecifications h retofore filed in this office. This permit is granted upon the express condition that all facts stated in the application are true and that the construction complies strictly with the plans and specifications submitted, and in accordance and compliance with the building laws of the State of Florida and with the building ordinances and zoning laws of Miami Shores Village, and rules and �gguulations of the building department of Miami Shores Village. This permit may be revoked at any time on the violation of any provisions of said �s, ordinances or rules and regulations, or upon any change in the plans and specifications u y the building inspector. UILDING INSPECTOR In consideration of the issuance to me of this building permit I hereby agree to do the proposed construction in strict conformity with the application and plans and specifications thereof heretofore by me submitted, and in compliance with all provisions of all building laws of the State of Florida, all tlw building ordinances and zoning laws of Miami Shores Village and all rules and regulations of the ,kuilding department of Mian# Shores Village. Dated r -211 J ..BUILDING P3'M1IT , REC :ClIi t 14IAMI SHORES VILLAGE r. lk FLORIDA APPLICATIONer:;,W: ;s {, APP ` Cefifl i s her made for the - approval Q4 n� a , ►gpecifi lding or other sfd_e_ture herein described. pl ianee � � t -the--, application is maces- lit€ . n- i a of the am" chores Village', Florida, and all provisions of of the Stag .w -x-1`1 1'�: Viage. and 'all rules and regulations of the buildin gs Department f ui-s , ccaip"I%c with wTi or s e6ified, or not. � )- EC {- CONTRACTOR ..► -,.. , LOT BLK,, "UBDIVISION STREET NEVIZADDITION _REP.A.IRS NUMBER OF STORIEC OOF V COST (excluding Architect's ee, la dscaping & garage)L�g Building to be used for s / and no other use. I hereby submit all the plans and specifications for said building Signed a STATE OF FLORIDA} COUNTY OF DADS Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgment, personally appeared to me well known, and who, being by me first M7 sFrorn, upon oath deposes and says `that 'he is the builder of the above described construction, that he has reed the foregoing application, and that he did sign the same, and that 'facts stated by him are true, Read, Sworn and Subscribed before me, Notary Public (Signed), MY Commission expire Cubic Feet z Cubic feet required in this Block 4 IANR G BOARD Cha i r xsmb �' be Ole le .Secretary. .. ' Building Inspector Permit No. I Issued d t Da t e Electrea Permit No Plumbing Permit No. LIST OF SVtJ 60NTRACTORS Painting _. Plastering: Lathing Electrical Mason-&. io- pn:c��"�P9 a ,� ! Plumbing Roofing Glazing Tile ,;. ♦ . Misce •i r: f � 1 s MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT J � ' - - - - - -- - - -- F Permit No �;�'L _ � _ _ __w Date ____ -. _ -- -_ -•- Application it hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build ng or other structure herein described. This application is made in comphance 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 th Building Dn, +sion of Miami Shores Village shall be complied with, w7 her a fied or not A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address- ---------------- -__ ___ -- __' _ _ - - - - __------------- No._---- 1_!._- --- - -____ Street_ Registered Architect and; or Engineer _ . ___ - - - -- - - -- - - -- - -- -- - - - - - - - -- Employing Plumber's Name 1AC_►a.L__.y/ �Lt�J " ��0 ko -- _ ____ __ �_ _. _ Street._ . _ '.if I Location and Legal Description Lot------ _---------- .-- •- - -__ -_ __ _ _ _ — Block___... — .___.__- - -___- Subdivision_ __ __ ------ Street and Number where work is to be performed —No ______ Street _ .��/_ _� 1�/�� `�} State work to be performed and purpose of building (By Floors)- New Building -- ----- ..- --- - -- - - -- -- - -- ___ Remodeling_- - - - - -- .__ __ __ - _ Addition - -__ _ Repairs_ - _ _ -- No. of Stories CLOSETS BATH TUBS SHOWERS LAVA- TORIES S INKS SLOP SINKS LAUNDRY TUBS URINALS U CATCH BASIN FLOOR DRAIN DRINKING FOU -T'NS TOTAL F.XTURES CONTR. LIST CHECK SEPTIC SEWER DRAIN SOAKAGE GREASE SOLAR DEEP SPRKLR. SWIM'G TANK CONN. FIELD PIT TRAP HEATER WE_L SYSTEM POOL f CONTR. LIST CHECK Size Septic Tank_._ _ . -- _- -- _ _ Type of Tank - .- ____ -- _ -- _ _Capacity Gals. Feet of Drain Tile____ _.___ __ __ _ _ _Dist. Feet of Tank or Drain Field from Well_. Nature of Water Supply' City —Well. _ _ _ __ Si - of Soakage Pit - -- --- --- -- - --- -- - - '•--- - - _ ---- - -- - Amount of Permit $ ` . _ __ -- _ _ - - - - -- _ __ -- _ (Signed)_ Phimbmg Inc ecto. 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 Peumaimt upplement, snd l;as -com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contract employed: by hint in the work to be performed under this permit; and will post or cause to be posted for inspection on the sit f the woA such publ notice or no ices as are required by the Act. The undersigned agrees to employ only such sub- contractors, v i w k to perfo. ,ethic per nit, as are licensed by Miami Shores Village. aster Plumber. STATE OF FLORIDA, as. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgn.ents, personall appeared to me well known, and who, being by me first duly sworn upon oath deposes and says that he is the _ ._.. .. ---- ----- _ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all acts therein by him stated are true. My Commission Expires _— — Notary Public, State of Florida NOTE. A re- inspection fee of $1.00 will be made when such re- inspection is made•necessary by improper notice for inspection, or faulty materials and /or workmanship. 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 BATH TLS UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER ROTORS O- 1 HP STEAM BOILERS SHOWER 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 ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL HOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET ROTORS OVER 100 HP VIOLATION INDIRECT 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 SW I W I NG POOL OUTLETS C04kRC I AL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILEAES. VIOLATION PUMP S ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING q o + • Miami Shores Village Paint Color Approval and Agreement Dat ® L _ ( Owner's Name �Wn c� 1n8� Phone # i Y Z� S f- Owner's Address City ,AA\ Ato-k t_�f eS State . Job Address (where the work is being done) Zip 3 � ( 3 City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name (if applicable) Walls Phone # All elements on the site must be listed and indicate the color to be painted Fascia Drip Cap /drip Edge Soffit Roof Flower bins Shutters Awnings Chimney ® p Doors and door jams Garage doors Railings Fences Decorative metal All brick (simulated or regular) Stucco banding Any other stucco features Accessory Buildings Other . zs 2 gold ISAa Attach Color Samples L2Be house 1039 - - -- 1B wood ash 1065 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 constru o zoning. Date O��d Signature Owner or Agent APPLICATION APPROVED BY: 4 /• Date 1' Z Official 3 1 -1 f C). b chc 6/18/03 CHRISTOPHER P. KELLEY ATTORNEY AT LAW TELEPHONE (305) 754 -1617 FACSIMILE (305) 757 -7833 Cert. Receipt #P375804604 and by regular u.s. mail Ms. Winifred Hoff _ X117 NE 103rd Street Mlami.Shores, FL 33138 -2328 Re: Dear Ms. Hoff: Joyce Ndimbie January 5, 1994 8801 BISCAYNE BOULEVARD SUITE 101 MIAMI, FLORIDA 33138 Please be advised that your above - referenced tenant contacted me concerning your illegal attempt to evict her without proper notice. Florida Statutes Section 88.57 requires written notice fifteen (15) days prior to the end of the monthly term. My client states her month term will end on January 7, 1994. She received verbal notice last week, which does not comply with the statute since it was not in writing, nor was it received prior to December 23, 1993. Therefore, you should cease and desist any action to change locks or prevent her from peaceably occupying the premises. GOVERN YOUR ACTIONS ACCORDINGLY. Very truly yourss,,,/�/ Christopher P. Kelley, Esquire CPK:df encs. cc: Miami Shores Police Department Miami Shores Code Enforcement Miami Shores Village :`. Building. Department. 10050 NE 2 Ave, Miami Shores, Fl. 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 PLEASE PRINT DATE: J 1 TIME: NAME OF PERSON REQUESTING FILE: 7T 9o� L PHONE #: ,� � qTD- -YOUR ADDRESS: `^( K)F _ ADDRESS OF FILE REQUESTED: 1j 7 L 02-> S f INFORMATION REQUESTED: p D e o l• I understand that all documents in this file are property of Miami Shores Village and that NO documents may be removed from this file. You may get 4- complementary copies (8x11) size, additional copies will be furnished at 0.15 cents per page, not including any blue prints. If blue prints are order please be aware that we are not responsible for the quality of the printed documents. Acknowledged by: FILE RETURNED TO: INITIAL Inspection Date: 02/21/2006 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Re Occupancy Owner: HOFF, WINIFRED Work Classification: Re- Occupancy Job Address: 117103 Street NF Miami Shores Village, FL 33138- Project: <NONE> Contractor. Buildina Dsoartment Comments Phone Number Parcel Number Block: Lot: 1121360130810 call betty lasch at 305 - 965 -0861 Inspector Comments Passed 00 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid Thursday, February 16, 2006 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue R C E N V E D Miami Shores, Florida 33138 Tel: (305) 795 -2204 RE- OCCUPANCY FES t 5 Fax: (305) 756 -8972 - - - - -- - - -- CZ_� � Loc ID Date 9 fP 1.9 015.E Contact Name b d c_� Phone # Z4 b Buyer Seller Qalt r Company Name Property Address City Miami Shores State Fl Zip I hereby certify that I understand that the zoning of the property is for single- family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village certifies only that the referenced property is being used for single - family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on the property. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate. Applicant Name Signature Lnom The foregoing instrument was C., acknowledged before me this day of4—_ , 20C L m -, b C1 fie -I - i-1 , J� ri � o is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print My( Building Officials Approval: (Rev. 10/02103) Atlantic Bonding Co., Inc. Re -Occ. $60.00 Notary $5.00 CCF $0.60 Total L— �� - �DU M Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ;.:..: Inspection Date: 03/04/2008 ermit Type: Driveways /Sidewalks /Slabs Inspector: Grande, Claudio ®pr, Inspection Type: Final Owner: GONZALEZ, DENNYS �� Work Classification: New Job Address: 117 103 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Buildina Department Comments C"L-,-- Block: Phone Number Parcel Number 1121360130810 Lot: REPAIR CRACKS ON DRIVEWAT CEMENT STRIPS DUE TO TREE ROOTS IN FRONT OF GARAGE DOOR i Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-75094. No permit available for inspection, no sod work completed. 2/28/08 CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, March 3, 2008 Page 2 of 2 � � Inspection Worksheet .: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL �" Phone: (305)795 -2204 Fax: (305)756 -8972 W: Inspection Date: 02/28/2008 Inspector: Grande, Claudio Owner: GONZALEZ, DENNYS Job Address: 117103 $treet NE Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Final Work Classification: New Block: 1W i - i!M7t1TT'i Parcel Number 1121360130810 Lot: REPAIR CRACKS ON DRIVEWAT CEMENT STRIPS DUE TO TREE ROOTS IN FRONT OF GARAGE DOOR FEB 2 9 2000 Inspector Comments Passed cc Failed n /n Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, February 27, 2008 Page 1 of 2 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Project Address Parcel Number Applicant 117 NE 103 Street 1121360130810 Miami Shores, FL 33138- Block: Lot DENNYS GONZALEZ Owner Information Address Phone cell DENNYS GONZALEZ 19891 N18 24 Avenue AVENTURA FL 33180- Contractor(s) Phone Cell Phone HOME OWNER Yes Comments: Date Approved: 2/19 /2008: Yes Date Denied: Type of Work: DRIVEWAY Bond Retum : Additional Info: CEMENT Classification: Residential Fees Due Amount CCF $0.60 Education Surcharge $0.20 Notary Fee $5.00 Pennit Fee $100.00 Scanning Fee $6.00 Technology Fee $2.50 Total: $114.30 Valuation: $ 370.00 Total Sq Feet: 400 Total Amt Paid Amt Due $ 0.00 $ 0.00 $ 0.00 Payment Type: LCA641 MI FEB 2 7DAI Available Inspections: Inspection Type: Final Land —phV Foundation Sidewalk 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. February 25, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Monday, February 25, 2008 9 I VILLAGE OF MIAMI SHORES We OWNER BUILDER DISCLOSURE STATEMENT NAME: 7r) -) h vw S Cge-ri 1 j -Z_ DATE I ADDRESS: (1:1 C) 3 7 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,. FS 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the 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 build or improve a one - family or two - family residence. 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 complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the 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 - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial V)O 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 3. :I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial rod 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. Initial rl f 5. I understand that as an owner- builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6.. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If-for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company-or person. Initial 0 7. - I- understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my-property with out first obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this J� day of , 20 (ff B who was personally known to me or who has Produced there License or , tu�3 �� '31 -f-+L as identification. .O WNE �pt, 'go E X ill F�0AIDP ULi nni �hoNe� 10050 N.E. SECOND AVE. MIAMI SHORES. FLORIDA 331382382 Telephone: (305). 795 -2207 !305.)_756- 8972.... - ��•p�"' Rum I IVIN WITHIN RIGHT OF WAY WHEREAS, j , hereinafter referred to as the OwaF �// cowner) � Y/ E following described property: JOS Legal description /folioli: 1 I" �13� 63 ` J j 6 Lot_ ( �, � Q� Block - Subdivision (Prml 5P OT Vj Tax Folio requests permission to install: [ ] Asphalt, concrete, brick pavers [ ] Landscap' P _ Other_ ��aY tom/',CI �'Z' within the public road right of way of IN CONSIDERATION of the approval of this permit by the Village, the Owner agrees as follows: I • To maintain and repair, when necessary, the above- mentioned item(s) installed within the dedicated right of way. If it becomes necessary -for Miami Shores Village or Dade County to make repairs or maintain said items within public right of way including restoration of street by reason of the Owner's failure to do so, such expense shall be paid by the Owner or shall constitute a lien against the above described property until paid'. 2. The owner does hereby agree to indemnify and hold Miami Shores. Village or dade County harmless from any and all liability, which may rise by virtue of permitting the installation of these items within the public right of way. 3• The Owner does hereby agree to remove or relocate their facilities at their own expense, within 60 days notice by the Village to do so. Failure to comply with this notice will result in the Village causing the items) to be'removed and a lien being placed on the property and/or assessed against the Owner for all costs incurred in the removal and disposal of the item(s). 4• The undersigned further agrees that these conditions shall be deemed a covenant running with'tlie land and shall remain in full force and effect and be binding on the undersigned, their heirs and assigns, until such time as this obligation has been canceled by an affidavit tiled in the Public records of Dade County, Florida by the Village Manager of Miami Shores Village (or his fully authorized representative). SIGNED, SEALED, EXECUTED AND ACKNOWLEDGE on thi SIGNED, SEALED AND DELIVERED in-the presence of: fir I % 114) \fi�0 Alp -STATE OF FLORIDA) CO Vial LINTY OF DADS) 1_ The undersigned Affiant, does hereby attest that the (p operty owner) attached survey, performed by _ 6, G �%�, ��" pJ �vC fit;ILi (name of surveyor's company) performed on lurvey) ,� `v is an accurate representation of the existing conditions and (date locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Sbores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted -or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits.. Further, Affiant sayeth naught. A er Witness(sign and print) Witness(sign and print) SWORN TO AND SUBSCRIBED before me thisday of Affiant is personally known tome, _�7roduced I't�� ®'S Lj� as identification. s o � . �pO,alp Di3 883995 OOMMISS Orpgt 20 20 EXPOES.O1P' � Planning Cditerla Miami Shores Village 10050 N.E. 2nd Avenue uli aai:. Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number: 1121360130810 . . . . .. .. .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . Owner's Name: DENNYS GONZALEZ Owner's Phone: Job Address: 117 103 Street NE Total Square Feet: 400 Miami Shores, FL 33138 - Total Job Valuation: $ 370.00 - _..,... __.... .......... Contractor(s) Phone Primary Contractor iSii• Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 2/19 /2008: Yes Comments: PH (305)223 -6060 VI SC'A y*4A : ' .N : '!•SURVEYORS, INC. 1321 SW 4 Sane FAX (305)223 -4007 SjRy�OR & PLANNER ......N PROPERTY ADDRESS: 117 NE 103rd STREET, MIAMI, FLORIDA 33138 LEGAL DESCRIPTION: LOT 17 -f r+a /2.CpT.f IN.8�k.122 OF MIAMI SHORES SECTION ND. 5 ACCORDING TO TBF I'L4r B007C ft :if AAAE• 44' OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY. FL°D°! " ' "' • *all ' 066 F� SKETCH OF SURVEY 1 2•• (BONDARY SLIWEY) 7w id SCALE 1 ° =20' 0.50 � I I Al Cfa 5.2 38.00' ri MU .-, # psi e 0 O I'Y. l !1� F! Q3 w 9 2008 R �UU O O ri N as a--1 V. G T Miami CT TO AND C .00' ' 5' Cone. Walk.. i 8' Crass Parkway . Parkway' �o Gutter, a'.............. ...•.•.'.'.'.'.'.'.'.'.'.'.'.'. ....2 . Ya.... ..............�.. . &3 .... ..'.. o�, ........ ... ......................... . .......... .' .............. ...'.'..' e.'. ...... ,•.•.•,•.•.•,•.•.•...•.'.'•44' Asphalt Pave meet .', .'..'.'.'.' .'.'.' ..................•.•...• •� . N.E. 103rd Street � �•..� • • hores Villa e q ATS l'1 W 03 Wfl'H ALL ERAL ti FS AND FIEGULA11ONS 4. 0 v !.q � w � � Visual Encroachements noted: ON TH FL INSURANCE RATE MAP OF THE FEDERAL EMERGENCY AGENCY DATE OF FIELD WORK: iZ- " J 6 CERTIFIED T0: ED ON �`- - THE HEREIN DESCRIBED PROPERTY IS SITUATED WITHIN : X BASE FLOOD ELEVATION �A COMUNITY NUMBER 1206 2 REVISED ON R - W1AR7R OR PYIL PAS FAO168DRL LOW 8016198. NUMBER 0093 SUFFIX J USED ON . AR dAalsla WILL Au8 11L7A%t 66600E CLBI • CHOW !68118 C. • 4818 � 01100 LA • 11.7886181A1BS GAL NO S URVEY GOES NOT REFLECT OR DE1IIi1UNE 01YNERSHIP. r'IRMEMSED NATWN OF THE OF TALE WILL HAVE TO BE MADE TO DETERMINE ( CORDED THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDIGA- o apt, A9'IBLT. B/C 61001 OOREd. ANY�G U40TAT10I�. RESWRICTIONS. RESERVATIONS OR EIISEMEHIS OF RECORDS. LEGAL DES- STA LFL • LOW n09 BOND1. W8. LOW WK8W %t 6pd6L ON PROVIDED BY CLIENT. THE UABILWTY OF THIS SURVEY IS LIMITED TO THE COST OF ARTURO R. TOIRAC P.L S.M. 3i1�02 ORDER NO: URVEY. UNDERGROUND QVCROACHEMEMM IF ANY, ARE Nor 90ft THIS FIRM MAS TWE IM TO LOCATE FOOTING AND /OR MINIMONS AND /OR UNDERGROUND IMPROVE IF Nor vA1m'YR mm THE SMATI M THE OLi16RHAL �: Ar>o 00$6 OF ANY NATURE IF SHOYPW, BEAR( ARE REFERRED lO AN ASSIMED M} MI. SEAL 61� � 68. 0/8 OW 81L . ELEVATIONS ARE REFERRED TO N.G.V.D. OF 1929. THE CLOSURE IN THE 8ONDAR1f MAPPat Y 6 ABOVE 100000. NOT tOR USE IN a WRUCTION. BOB.. ON= O• B9�DS GP • Ot6DA[fE POD FAR. •101110 01811 W%E 00 • 1 016®6 ' 68L . WML OCO® 68161 P8 . n1s A6I1. APA . F@8R60l6 RR • a1. 806 am . chum O . OUM . C10008 OR161601. cL • OOR� 6A1. OIL . Ova" 851118 Flt . RBBR'O AOOR 0e10101. FA . WE SnOlg11. nof/id'2' -P 12.50' 61016168 PA7P. OOL . FAC9RY 00666 1./r 1180 WINE R. 80011 17.00' O&L WOM 8681. DAL .OWAM t UNOF10Y118 PAP • FOUND ROI F1'L O I'Y. l !1� F! Q3 w 9 2008 R �UU O O ri N as a--1 V. G T Miami CT TO AND C .00' ' 5' Cone. Walk.. i 8' Crass Parkway . Parkway' �o Gutter, a'.............. ...•.•.'.'.'.'.'.'.'.'.'.'.'.'. ....2 . Ya.... ..............�.. . &3 .... ..'.. o�, ........ ... ......................... . .......... .' .............. ...'.'..' e.'. ...... ,•.•.•,•.•.•,•.•.•...•.'.'•44' Asphalt Pave meet .', .'..'.'.'.' .'.'.' ..................•.•...• •� . N.E. 103rd Street � �•..� • • hores Villa e q ATS l'1 W 03 Wfl'H ALL ERAL ti FS AND FIEGULA11ONS 4. 0 v !.q � w � � Visual Encroachements noted: ON TH FL INSURANCE RATE MAP OF THE FEDERAL EMERGENCY AGENCY DATE OF FIELD WORK: iZ- " J 6 CERTIFIED T0: ED ON �`- - THE HEREIN DESCRIBED PROPERTY IS SITUATED WITHIN : X BASE FLOOD ELEVATION �A COMUNITY NUMBER 1206 2 REVISED ON R - W1AR7R OR PYIL PAS FAO168DRL LOW 8016198. NUMBER 0093 SUFFIX J USED ON . AR dAalsla WILL Au8 11L7A%t 66600E CLBI • CHOW !68118 C. • 4818 gnu SUPONSM AN° tHAT THe sAA� MEETS T1� bo AL STAI�AR� SET FORTH BY 7HE FLORIDA CF' 01100 LA • 11.7886181A1BS GAL NO S URVEY GOES NOT REFLECT OR DE1IIi1UNE 01YNERSHIP. r'IRMEMSED NATWN OF THE OF TALE WILL HAVE TO BE MADE TO DETERMINE ( CORDED THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDIGA- AON l6SIRATIN DE. PYRSIIAFR TO SECTION 4iz a7. �g AET MAPPERS 11 CHAPTER s�ot� -e FtIF apt, A9'IBLT. B/C 61001 OOREd. ANY�G U40TAT10I�. RESWRICTIONS. RESERVATIONS OR EIISEMEHIS OF RECORDS. LEGAL DES- STA LFL • LOW n09 BOND1. W8. LOW WK8W %t 6pd6L ON PROVIDED BY CLIENT. THE UABILWTY OF THIS SURVEY IS LIMITED TO THE COST OF ARTURO R. TOIRAC P.L S.M. 3i1�02 ORDER NO: URVEY. UNDERGROUND QVCROACHEMEMM IF ANY, ARE Nor 90ft THIS FIRM MAS TWE IM TO LOCATE FOOTING AND /OR MINIMONS AND /OR UNDERGROUND IMPROVE IF Nor vA1m'YR mm THE SMATI M THE OLi16RHAL �: Ar>o 00$6 OF ANY NATURE IF SHOYPW, BEAR( ARE REFERRED lO AN ASSIMED M} MI. SEAL 61� � 68. 0/8 OW 81L . ELEVATIONS ARE REFERRED TO N.G.V.D. OF 1929. THE CLOSURE IN THE 8ONDAR1f MAPPat Y 6 ABOVE 100000. NOT tOR USE IN a WRUCTION. BOB.. ON= O• B9�DS GP • Ot6DA[fE POD A .IRO 06961E O - 01m 003801: WL . 0600OL 6 R 6L L • MOM ! 61966E RAM +810011.6800® lom 01111 R - W1AR7R OR PYIL PAS FAO168DRL LOW 8016198. R . 61Af6 014 - ADM. 8AP + S6T 181 PF6 � � 8019E . AR dAalsla WILL Au8 11L7A%t 66600E CLBI • CHOW !68118 C. • 4818 OR • OR16 OL 6 .ORE W. 01100 LA • 11.7886181A1BS LTA ROi 91808E PAA011.. P�i9Ltall. IAD P. °.. PROWi590M1 YID A4 • AM A6L � 0766108: ffi . 8m SdG .808 668. ' apt, A9'IBLT. B/C 61001 OOREd. O/LW O • Cum tW C6E . CM WOMM WEH E . V am . 6� LFL • LOW n09 BOND1. W8. LOW WK8W %t 6pd6L Rs 6R I • IA OR OE � 011666 MOY 61� an WID. AM R II B6PP66 P.08. � WIIU C+BBigLL =7=0 IA61 T � 96660: .10 11: 00110000.. 81. . 89bi 1.ML OCIO.. Q01�1.18 E1:P. • 6BOWC 9111�6t. 14 . 8816 LP.. UW FO L 68. 0/8 OW 81L PAA . PBAR Of OC161E168 PRO. • POR O NNW 68®IL 80886001. RP.. 11044 P018 IL8 • UROY 6886164 UA OP.. OW% POLL BOB.. ON= O• B9�DS GP • Ot6DA[fE POD FAR. •101110 01811 W%E 00 • 1 016®6 ' 68L . WML OCO® 68161 P8 . n1s A6I1. APA . F@8R60l6 RR • a1. 806 am . chum O . OUM . C10008 OR161601. cL • OOR� 6A1. OIL . Ova" 851118 Flt . RBBR'O AOOR 0e10101. FA . WE SnOlg11. rAaL WL dt 6 • vWNW YL PA - F010 O 0A81At66. 61016168 PA7P. OOL . FAC9RY 00666 1./r 1180 WINE R. 80011 • .1®6 WOOD O&L WOM 8681. DAL .OWAM t UNOF10Y118 PAP • FOUND ROI F1'L WM . MORIR168 PAC . POW OF OCPOIID aim Pl . P61R' O 918110E SOC16 � a 1 � ..° OCIOIm78 8001 ..am OOIfA66 BLOC( WL valmW saw 106110 MUM FAB.. MUD 608 801. FL R%1D 8K. 8 . NORM K"A . N7 A FAIW OF ' PA • Ma FW. 819. • 807101. SBL P� R "061 WM L . C8m BOISE U :. qi�1 {IK F6A`E hT.. R44 M-F •8000 FUM PAP. PERIW60 00168E P/L . FR0F18Y WA: . 686811. 80.. 8168® POOL ®. imam nomiL ° • 0�. % --- % • CBM (M01611L sCm • ORO }AL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 g Phone: (305)795 -2204 R Project Address Parcel Number Applicant 117 103 Street 1121360130810 Miami Shores, FL 33138- Block: Lot: DENNYS GONZALEZ �. Owner Information Address Phone Cell DENNYS GONZALEZ 19891 24 Avenue AVENTURA FL 33180- Contractor(s) Phone Cell Phone STORMWISE SOUTH FLORIDA INC (305)597 - 7797 (786)306 -6466 ie of Work: WINDOWS & DOORS of Openings: 17 iitional Info: IMPACT Residential Fees Due Amount CCF $7.80 Education Surcharge $2,80 Permit Fee $270.00 Scanning Fee $18.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $10.40 Total: $308.80 Invoice # Total Amt Paid Amt Due WS -11 -09 -36415 $ 308.80 $ 50.00 V WS-1 1-09-36415 $ 308.80 $ 308.80 $ 0.00 Check #: 7926 Available Attachment 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. November 23, 2009 Authorized Signature: Owner / Applicant / Contractor ! Agent Date Building Department Copy November 23, 2009 Pern*# ----- Folla - 0� J6(� NOTICE OF COMME34CEMENT CFH 20-09ROB15472 OR Bk 27080 Ps 4066; QPS) RECORDED 1111212009 14:25:46 HARVEY RUVINY CLERK OF COURT HIANI-DADE COUNTYP FLORIDA LAST PAGE The undemigned hwey gives nodca Um improvement will be made to c --m ""din -- with ftrZ:3,.F=tta SW artain real R-Ukftd in this Notice Camp am f oiloailng innnuiatun of mca Legal D6=iPdGn of Property; Lot /9 slot* 12,2- u qkal Bldg Street Address if avaliabtr ic"ICandorigniu - 2- General descripilon of InipmuamsM: "amint: 6 a. Owner --mm anct-addresz, b. Irastest in property: I- Name and address of tee simple 3. 13 0118holder (if 011ie, Zhan Own al, a- Cannacmr name and address: Convactors Phone nurimer: c- 5- a- Sunny name and address- b- Surety's P13— M-ber. r- Amount of hand -. 5 S. a. Lander name UW addx--,-: La"dw- Phone nuns. Jt' a- In' State Oty'lorift aes1wisned by try Se=cm. 7la-141)(,17.. Rwtd. Name: Addrem- Phons number In adcwon to himself or huniew. the, Owner, HARVEY RUVIN, Phone mother orperson Or Rutty desi "goaled by -WW 9- em—Put data of notioa of eoa+arenoem� COUNTY or 'ArAF'*NG TOO ANY PAYME94TS MADE COMMENCEMENT ARE Y THE OWNER AFreR THE E'�IRAT ION OF THE NCMC�,-= OF -1 AND CAN IMPR0Fc-:R f3fk-M�S UNDER CHAPTL=q 71-1 PART 1, SECTION 71a,3. F�-OPJDA STA U 4 ES' ANC-CAN RESULT IN YOUR PAYING TWICE FOR I NO MF:'R0\eAENTS To YOUR PROPERTY. A INSPECTION, OF COMMENCEMENT MUST BE RECORDED DNS .0 NSPEC'nON. IF YOU INTEND TO OBTAIN FINANONG. C - CST =- ON 7HE 108 SITE Be�QRE THE FIRST LT WITH YOUR I-S-NDER COMMENCING WORK OR RE OUR NOTICE OF CONIMENCaAENT. OR AN ATTORNEY BEFORE Sign s1 Owcuer(a) 8ydParssteanager nn BY Prtm mama TitteiGRiw srA-ar: OF FLORIDA COUNTY OF BROWARD The f—g-fiv insnvmam,,vw Sy VEMSCATION Pirsmu-- -�A S �TA Under penadjes of p_p" I declare that I have nB= ttW ftV191Mg and Wal the fats snaaa in it are true, to the 01117 ft-Viedge and bend. of Ow ner(sl - signed above., 13Y By REQUEST FORM DATE: COMPANY: PERMIT NOM PROCESS NOM _DROP PERMIT DROP REVISION ❑ PERMIT READY FOR PICK UP ❑ REVISION READY FOR PICK UP ❑ PiCK UP CORRECTION/ SUBMIT-CORRECTION ❑RE- INSPECTION FEE PAY RENEWAL FEE ❑COPY Of PERMIT CARD AND PLAN SUBMIT NOC ❑ OTHER: SUBMITTALS ❑ MISSING NOC ❑ MISSING HOA ❑ MISSING DRAWING ❑ MISSING SPECS ❑ MISSING OCCUPATIONAL LICENSE ❑ MISSING GENERAL LIABILITY ❑ MISSING WORKMENS COMP. ❑ MISSING PRODUCT APPROVAL NOTE: PERMIT DEPARTMENT RETURN TO: This Document Prepared By and Return to: RAMON A. SANTIAGO, JR. SOVEREIGN TITLE 6 TRUST COMPANY •7765 S.W. 87TH AVENUE SUITE 207 MIAMI FLORIDA 3373 -1586 TEL. 4305.271.1111 FAX: 305:271.2222 ParcellD Numbers 11 -2136- 013- 0Q10 r' Warranty Deed I illlll lalll II�II Iltll Ifll� IIIII iilll IIII I��I CIF I+1 2C11a.4tae�:I . DR ek 37003 Ps 18041 (IF0 RECORDED 04/0913009 6910514,; DEED DOC TA.( 690.00 HARVEY RUVIHr CLERK. OF COURI MIAMI -OADE COURTYr FLORIDA LAST PAGE ThlsIndenture, Made this 4th day of .Sept.ember , 2009 A.D., Between DENNYS GONZALEZ, a single man Of the County of MIAMI -DADE , state of Florida , grnntor, amt MAIKEL LOPEZ, a single man and DAVID VALDES GOMEZ, a single man whose address is: 117 NE 103RD ST, MIAMI SHORES, FL 33138 of the County of MIAMI -•DADE r State of Florida , grpntees. W ltn eSSeth that die Olt ANTOk for and In consideration of the sum of ------------ -------------- TEN DOLLARS ($10 ----------------- --- -- -- Dot t RRb, and other good and valuable considamdon to GRANTOR In hand paid by GRANTEES, the receipt whemof Is hereby,admowledged, Ins granted, bargained and sold to the said GRANTEES pad GRANTEES' hairs, successors and assigns forever, the following described land, shuaw. lying and being in dta Coauy of MIAMI -DADS Steno of Florida to wit: Lot 17 and the West 1/2 of-Lot 18, in Block 122, of MIAMI SHoRE9 SECTION 5, according to the Plat thereof, as recorded in Plat Book 10, at Page'47, of the Public Records of -Miami -Dade Cduinty, Florida. Subject to eovenantsr easements and restrictions of record, existing zoning and governmental regulations, and taxes subsequent to December 31, 2008. and the grarior, doss lun:by Iblly woman the title to said had, and will dofoad the same against lawful claims of OR persons wbomsoevat, In WItness Whereof, tho greater has harcutno set his hand and seat do day and year nrst above wrincii. Signed, scaled and delivered In our presence: RAMON At SANTI (Seal) Witness P.O, Addmsa 19891 NE 34TH AVE, M1AM , Fl, 33180 Printed Name: Witness STATE OF. Florida COUNTY -OF MIAMI —DADS The foregoing Instrument was acknowledged botbro me this 4th day of September , 2009 by DENNYS GONZALEZ, a single man he i9 persmmtly known to moor Ire tam pmdaoed bb Florida River! a license a Ideaigcadon. raar,4' _RAM0NA.8ANTk490, JR Q1 icy Nowt' Public • state of Fladde / 1 — / •: MyConta lon8sphessep23,2o11 RAMON A. 3 TA , y[ Commission 9 00 114633 Notar Public . "' nN 09001RC aottddjtaought l My CommissionFsptros: 09/23/11 � r.aaars«aoaqow,vyr6rrusa.mc. mts roa»val -ssss ra�a+rtwat B0007005 /Pagel 809 CFN #20090649617 Pane 1 of •I 2007 FLORIDA BUILDING CODE & ASCE 7 -05 D OR COMPO DDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CQ DITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. FOR SITUATIONS THAT 'REQUIRE Kd =1.0, TABLE VALUES ARE UNDER- DESIGNED BY A FA OR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. SE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES, REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED -BY AN' ENGINEER 'AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. WIND VELQCrrY=146 MPH TIRH =0 -60' EXPOS e ` �rt A SED ON Kd =0.8_° SEE TABLE NOTES Mean DES 4 Roof Trio Area Ft (So Ft) 10 15 26 G „ 9 REVISE FOR 07 FBC TSB 0 504 492 483 47.6 47.1 -06.6 462 45.9 45.5 -15 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3:,+41.9 -52.5 +41.6. +46.5 51.1 - 49.8 -49.0 318.3 - 47.7 - 47.3 :8 . +41.8 It +47.1 +45.9 +45.0 +44.3 +43.7 +43.3! i +42.9 +42.5' i, A22 -532 524 51.1 -502 349.5 - 48.9 48A - 48.0 -47.7 -47.3 18 ft +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +432 55.9 - 53.5 -52.2 51.3 50.6 50.0 - 49:5 -49.1 -48.7 -48A 20 ft +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 - tA4.9, +44.5 +442 54.6 53.3 -62A -51.6 51.0 50.5° -80.1 349.7 -49.4 ` 22 ft +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 +47.1 55.6 -54'3 - 53.3 526 52.0 51.5 - 51.0 50.6 50.3 24 ft 52.9 51 A -602 -592 -56A - 57.6 56.9 22 ft +50.4 +51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +46.3 +45.9 56.6 -552 - 542 53.5 -52.9 52.3 -51.9 51.6 51.1 26 ft 241t +5113 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +46.3 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 50.4 57.5 -6&1 55.1 54.3 53.7 - 53.2 52.7 52.3 51.9 28 ft +47.6 +47.1 +48.7 - 70.9 582 862 54.6 53.4 +53.0 +51.6 +50.6 +49.8 +492 +48.7 +482 +47.8 +47.4 +49A 58.3 58.9 - 55.9 55.1 -54.5 -53.9 -535 -53.1 -52.7 30 ft +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 +52.3 59.1 -67.7 56.7 55.9 552 - 54.7 542 53.8 53A 32 ft +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.61+49.2 52.3 +48.8 32 ft 59.9 58A 57.4 -56.6 56.9 55.4 -54.9 -54.5 -54.1 34 ft 11+55.2 +53.7 +52.7 +51.9 +51.3 +60.7 +502 +49.8 +49.4 -63.1 50.6 59.1 58.1 57.3 56.6 -56.1 55.6 55.1 54.8 36 ft +55.9 +54.4 +53.3 +52.5 +61.9 +51.3 +50.8 +50.4 +50.0 55.7 -61.3 -59.8 - 58.7 -57.9 57.3 56.7 562 55.8 -55.4 38 ft +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 58.9 52.0 50.5 59.4 -58.6 57.9 57.3 -56.8 56.4 -56.0 40 It +57.1 +55.6 +54.6 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 73.5 826 51.1 50.0 592 - 58.5 -57.9 - 57.4 57.0 -66.6 42 ft 11+67.7 +582 +55.1 +54.3 +53.8 +53.0 +52.5 +52.1 ' +51.7 832 51.7 -60.6 59.7 - 59.1 58:5' 58.0 57.5 -57.1 44 ft +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.6,: , +622 +52.1 -63'8 52.3 512 80.3 59.6 59.0 58,6 58.1' X7.7 46ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.4- 4-52.7 +63.5 -64.4 52.8 51.7 . 60.8 50.1 59.6 59.0 58.6 582 48 ft +59.4 +57.8 +58.7 +55.8 +55.1 +54.5 +%.0 +53.6 +53.1 +55.3 54.9 53.4 522 51.4 -80.7 50.1 59.5 59.1 -58.7 50 ft +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 "+54.5 57.1 +54.0 °' +53:6' 85.5 53.9 52.8 51.9 512 50.6 50.0 59.6 59.2 52 ft +60.4 +56.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 56.0 -64A 53.3 524 51.7 51.0 505 80.1 59.6 54 It 60 ft +59.9 +58.3 +572 +56.3 +55.6 +55.0 +54.5 +54.0 +60.8 +592 +58.1 +672 +56.5 +55.9 +55.4 +54.9 +54.5 59.9 56.5 -64.9 -63.7 52.9 52.1 51.5 51.0 -605 -60.1 56 ft +61.3 +59.7 +58.5 +57.7 +56.9 +56,3 +55.8 +55.3 +54.9 -72.8 57.5 55.8 - 64.7 83.8 53.0 52.4 51.9 61A 51.0 80 ft +622 +60.6 +59.4 +68.5 +57.8 +57.1+56.6 , +56.1 +55.7 rm"-w-i Mean ,sA En Root Tributary Area (So Ft) e G „ REVISE FOR 07 FBC TSB FLB 02/23!0! N -62.2 59.8 - 58.0 - 54.6 -53.8 -53.1 -52.5 0 -15 ft +46.5 +462 +44.4 +42.7 +42.3 +41.9 +41.8 D MARKINGS TO THIS DOCUMENT ARE NOT PERNRTED AND - -53.9 -532 16 ft +47.1 +45.9 +45.0 T59.0 +43.3 +42.9 +42.6 +422 84.6 -62.1 50.3 -56.8 55.9 -552 -54.5 18 ft +48.3 +47.0 +46.1 +44.3 +43.9 +43.6 +432 -66.1 -63.5 51.6 58.1 - 572 -WA -55.8 20ft +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +442 57.4 -64.8 52.9 51 A -602 -592 -56A - 57.6 56.9 22 ft +50.4 +49.0 +48.1 +47.4 +48.8 +46.3 +45.8 +45.4 +45.1 88.7 56.0 54.1 -62.6 51 A -60.3 -59A 58.7 -58.0 241t +5113 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +46.3 +45.9 -69.8 57.1 55.1 53.6 -82.4 514 50.4 59.6 -58.9 26 ft +522 +50 8 +49.8 +49.1 = .+4$.4 +47.9 +47.6 +47.1 +48.7 - 70.9 582 862 54.6 53.4 - 82.3 -$1.4 :60.8 -59.9 28ft +53.0 +51.6 +50.6 +49A 4492 1448.7 +482' +47.8 +47.4 -72.0 592 57.1 -65.6 54.9 53.2 -6Z3 -61.5 -60.7 30 ft +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48,9 +48.5 +48.1 -73.0 - 70.1 58.1 -88.5 -652 x.64.1 - 83.1 52.3 51.6 32 ft +54.5 +53.1 +52.0 +51.3 +50.6 +60,1 +49.6 +492 +48.8 -73.9 - 71.0 58.9 57.3 58.0 -64.9 -64.0 -63.1 -62.4 34 ft +552 +53.7 +52.7 +51.9 +51.3 +60.7 +5021+49.8 +49.4 -74.8 - 71.9 59.8 -68.1` 58.8 55.7 54.7 53.9 53.1 36 ft +55.9 +54.4 +53.3 +52.5 +61.9 +51.3 +50.8 +50.4 +50.0 -75.7 -72.7 - 70.6 58.9 57.6 56.5 55.5 54.6 53.8 38 ft +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51A +51.0 +50.6 - 76.5 73.5 - 71.3 59.7 -88.3 572 56.2 55.3 54.5 40 ft +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 -77.3 -742 -721 -70A 59.0 57.9 - 66.9 56.0 552 42 It +57.7 +562 +55.1 +54.3 +53.6 +63.0 +52.5 +52.1 +51.7 -78.0 -75.0 -72.8 -71.1 59.7 58.5 57.5 56.6 -65.8 ft +58.3 +56.7 +55.7 +54.8 +64.1 +63.5 +53.0 +52.6 +522 -78.8 -75.7 -73.5 -71.8 - 70.4 592 -682 57.3 -66.5 46 ft +58.8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 -79.5 -76.3 -74.1 -724 -71.0 89.8 -68.8 57.9 57.1 48 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 802 -77.0 -74.8 -73.0 -71.6 -70.4 89.4 -88.5 87.6 60 ft +59.9 +58.3 +572 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 80.8 -77.6 -75.4 -73.6 -722 -71.0 59.9 89.0 882 62 ft +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 81.5 -78.3 -76.0 -742 -72.8 -71.6 - 70.5 89.6 88.7 54 ft +60.8 +592 +58.1 +572 +56.5 +55.9 +56.4 +54.9 +54.5 52.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 89.3 se ft +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 53.3 80.0 -77.7 -75.9 74. 4 -732 -72.1 -71.1 -70.3 80 ft +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.8 +56.1 +55.7 GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL &COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR KZt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpl = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85! (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVH; = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. S. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 51FAT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. a a 5 I ® I s aC ELEVATION WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9886 EAVE ROOF HEIGHT WI z PEAK ROOF HEIGHT ROOF HEIGHT A �z Nr %0 O ,sA En INIT ISSUE CL FLB 04/19/Oi G „ REVISE FOR 07 FBC TSB FLB 02/23!0! N - r�, to F,y THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARW O RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRTIM CONSENT OF FRANK L BENNARDO, RE - ALTERATIONS, ADDITIONS, HIGHUGHTING, OR OTHER D MARKINGS TO THIS DOCUMENT ARE NOT PERNRTED AND GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL &COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR KZt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpl = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85! (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVH; = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. S. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 51FAT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. a a 5 I ® I s aC ELEVATION WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9886 EAVE ROOF HEIGHT WI z PEAK ROOF HEIGHT ROOF HEIGHT A �z Nr %0 O LOPEZ, MAIKEL 117 NE 103 ST MtARmi ounnno ri %-24-2a PRODUCT 9 W H HORI ROLLER 1 55 63 FRENCH DR 2 37 81 HORI ROLLER 3 55 63 HORI ROLLER 4 37.51 HORI ROLLER 5 55151 HORI ROLLER 6 37139 HORI ROLLER 7 37151 CASEMENT 8 37151 HORI ROLLER 9 37151. FIXED 10 421481 FIXED 11 421481 FIXED 12 421481 HORI ROLLER 13 53 48 FIXED 14 40 48 HORI ROLLER 15 53 48 FRENCH DR 16 35 95 HORI ROLLER 17 37 39 R.C. ALUMINUM INDUSTRIES INC 2805 N.W. 75TH AVE MIAMI, FL 33122 Shutter Product Approval Authorization Form Date: 10/27/2009 Municipality: MIAMI SHORES Building Official: MIAMI SHORES Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: Aluminum Tubular Mullions Product Approval No: 09- 0128.14 This letter authorizes STORNMSE Corporation to use the above mentioned product at the following job: Name: LOPEZ, MAIKEL Address: 117 NE 103 ST City, State, Zip: MIAMI SHORES, FL 33138 Sincerely, Storm Wise Solutions, INC Permitting Department ENIS GASCON 1. This form must accompany the application for the building permits and shall become part of the permit documents. iHIAiHb�� MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DMSION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/buildinecode R. C. Aluminum Industries, Inc. 2805 N. W. 75h Ave. Miami, FL 33122 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "ML 100" Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M04 -05, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 05/02/04 with revision "C" dated 09/22/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 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 revises and renews NO # 06- 1130.03 and 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 Manuel Perez, P.E. NOA No. 09- 0128.14 OuN Expiration Date: August 19, 2014 Approval Dater April 08, 2009 Page 1 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -05, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 05/02/04 with revision "C" dated 09/22/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum single hung windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report NoXIL4024, dated January 14, 2004, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #04- 0608.05) 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) Large Missile Impact Test per FBC; TAS 201 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with installation diagram of aluminum fixed and casement windows mulled together, prepared by Hurricane Engineering & Testing Inc., Test Report No. RETI -03 -1346, dated September 16, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #04- 0608.45) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 09/24/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None Manuel Per Product Control E mine NOA No. 09- 4 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 E -1 R. C. Aluminum Industries, Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of compliance, dated September 16, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 06, 2006, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous NOA #06- 1130.03) G. OTHERS 1. Notice of Acceptance No. 06- 1130.03, issued to R. C. Aluminum Industries, Inc. for their Series "Series "ML 100" Aluminum Tube Mullion — L.M.I.", approved on 04/05/07 and expiring on 08/19/09. -)0, ld:� Manuel ere Product Control Ex min . NOA No. 09-0 .14 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 E -2 1.1• I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 132313 Permit Number: WS -11 -09 -1881 Scheduled Inspection Date: January 07, 2010 Permit Type: Windows/Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: LOPEZ, MAIKEL Work Classification: Window /Door Replacement Job Address: 117 NE 103 Street Miami Shores, FL 33138- Project: <NONE> Phone Number Parcel Number 1121360130810 Contractor: STORMWISE SOUTH FLORIDA INC Phone: (305)597 -7797 Building Department Comments INSTALLATION WINDOWS & DOORS Inspector Comments Passe CREATED AS REINSPECTION FOR INSP- 132120. CREATED AS REINSPECTION FOR INSP- 129258. NO ACCESS NO ONE HOME Failed C C' Correction Needed ❑ Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 06, 2010 For Inspections please call: (305)762 -4949 Page 17 of 26 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 129258 Permit Number: WS -11 -09 -1881 Scheduled Inspection Date: December 23, 2009 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: LOPEZ, MAIKEL Work Classification: Window /Door Replacement Job Address: 117 NE 103 Street Miami Shores, FL 33138- Phone Number Parcel Number 1121360130810 Project: <NONE> Contractor: STORMWISE SOUTH FLORIDA INC Phone: (305)597 -7797 nment comments INSTALLATION WINDOWS & DOORS Inspector Comments Passed D_ (q Failed �4 a Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 22, 2009 For Inspections please call: (305)762 -4949 Page 9 of 29 MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave, Miami Shores Fl, 33138 Tel: 305 - 795 -2204- Fax: 305 - 756 -8972 Permit No. REOC -9 -09 -1515 Certificate of Re- Occupancy Date: 09 -17 -09 Address: 117 NE 103 Street City: Miami Shores Village State: Florida Zip: 33138 This certificate verifies that the reference property has been inspected by Miami Shores Village and has been determined to presently comply with schedule of regulations of Miami Shores Land and Development Code pertaining solely to the requirement that each one - family dwelling is used and intended to be used for a one - family dwelling purpose only; however, this certificate does not constitute any representation or warranty as to the condition of the dwelling or other structures on the premises described herein, or any aspect of such condition, and interested persons are advised and encouraged to make their own inspections of the premises in order to determine the condition thereof. Building Officials Approval: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 RE- OCCUPANCY. Fax: (305) 756 -8972 APPLICA T-1100 Date --q I (�( I Loc ID Contact Name M A II_-FL_ 1-ow,Z Phone # Buyer ✓ Seller Realtor Company Name Property Address ) IV 106 ai 305-4.11- 1,E>t.0 0 City Miami Shores State Fl Zip 5:51-3 3 I hereby certify that I understand that the zoning of the property is for single- family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village certifies only that the referenced' property is being used for single- family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on the property. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate. Applicant Name M Z. Signature The foregoing instrument was acknowledged before me thisl day of M Wl W7, 20 ' by ,Po I ke [ ` o ,P-e who is personally known to me or who has produced �[� (__ 1_110-0 as identification and who did take an oath. NOTARY PUBLIC: �4tia�e9. Sign: IV enu � Re -Occ. $60.00 Print: Notary $5.00 �= My Commission Expires: '%*"`° CCF $0.60_ Building Officials Approval: Total (Rev. 10/02/03) Inspection Worksheet t " Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 124878 Scheduled Inspection Date: September 23, 2009 Inspector: Bruhn, Norman Owner: GONZALEZ, DENNYS Job Address: 117 NE 103 Street Miami Shores, FL 33138- Project: <NONE> Contractor: Building Department Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- nspection fee is paid. Permit Number: REOC -9 -09 -1515 Permit Type: Re- Occupancy Inspection Type: Re Occupancy Work Classification: Re- Occupancy Phone Number Parcel Number 1121360130810 Inspector Comments CREATED AS REINSPECTION FOR INSP- 124450. 305 -479 -1560 call before please. e(fl Q- Ma.,,ti^.11 3nno For Inspections please call: (305)762 -4949 Den^ A of 4d 0 Miami Shores Village 10050 N.E. 2nd Avenue " Miami Shores, FL 33138 -0000 Education Surcharge Phone: (305)795 -2204 Project Address Parcel Number Applicant 117 103 Street 1121360130810 MAIKEL LOPEZ Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell MAIKEL LOPEZ 19891 24 Avenue AVENTURA FL 33180- Contractor(s) Phone Cell Phone STORMWISE SOUTH FLORIDA INC (305)597 - 7797 (786)306 -6466 e of Work: GARAGE DOOR of Openings: 1 litional Info: IMPACT Residential Fees Due Amount CCF $1.20 Education Surcharge $0.40 Permit Fee $110.00 Scanning Fee $6.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $1.60 Total: $119.20 Valuation: $ 2,000.00 Total Sq Feet: 0 Invoice # Total Amt Paid Amt Due WS -11 -09 -36479 $ 119.20 $ 50.00 (�,+►� ; WS -11 -09 -36479 $ 119.20 $ 119.20 $ 0.00 Check #: 8163 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: 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 January 05, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy January 05, 2010 1 Permit No: 09 -/?Y/7 Job Name: 2009 Miami shores Village Building Critique Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 I I,OPEZ, MAIKEL 1171103 ST MIA�w. J wwLLT 0 Noel 2 3 2009 PERMIT 9T Miami Shores Village APPROVED BY DATE ZONING DEPT so - BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL ' STATE AND COUNTY RULES AND REGULATIONS c 0 OIL PERMIT 9T Miami Shores Village APPROVED BY DATE ZONING DEPT 1 T6" BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL ' STATE AND COUNTY RULES AND REGULATIONS PRODUCT I#IWI H GARAGE DR I 118' 1 T6" Mean DWGN PRESSURES (PSF) - ZONE 4 DESIM PRESSURES (PSF) - ZONE 5 Roof Mean Roof Tributary Area (Sq Ft) Tributary Area (Sq Ft) 10 15 20 25 30 35 40 45 50 10 15 20 25 30 35 40 45 50 Height Height -50.4 - 49.2 - 48.3 - 47.6 - 47.1 - 46.6 -46.2 -45.9 -45.5 -622 -59.8 -58.0. -56.7 -55.6 -54.6 -53.8 -53.1 -55.2 0 -15 ft +46.5 +45.2 +44,4 +4.3.7 +43.1 +42.7 +42.3 +41.9 +41.6 0 -15 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 -51.1 - 49.8 - 49.0 -48.3 -47.7 - 47.3 - 46.8 - 46.5 - 46.2 - 63.1 -60.6 -58.8 -57.5 -56.3 -55.4 -54.6 -53.9 -53.2 16 ft +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42,5 +42,2 16 ft +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 -52.4 -51.1 -50.2 - 49.5 - 48.9 -48.4 - 48.0 - 47.7 - 47.3 -64.6 - 62.1 -60.3 -57.8 -56.8 -55.9 -55.2 -54.5 18 ft +48.3 +47.0 +46.1 +45.4 +44,8 +44.3 +43.9 +43.6 +43.2 18 ft +48.3 +47.0 +46.1 1-58.9 +45.4 +44.8 +44,3 +43.9 +43.6 +43.2 -53.5 -52.2 -51.3 -50.6 -50.0 - 49.5 -49.1 - 48.7 - 48.4 - 66.1 - 63.5 - 61.6 -60.2 -59.0 -58.1 -57.2 -56.4 -55.8 20 ft +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44,2 20 ft +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 -54.6 -53.3 -52.4 -51.6 -51.0 -50.5 -50.1 -49.7 - 49.4 - 67.4 -64.8 -62.9 -61.4 -60.2 -59.2 -58.4 -57.6 -56.9 22 ft +50.4 +49.0 +48.1 +47.4 +46,8 +46.3 +45.8 +45.4 +45.1 22 ft +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 - 68.7 - 66.0 - 64.1 - 62.6 -61.4 -60.3 -59.4 -58.7 -58.0 24 ft +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 24 ft +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 -56.6 -55.2 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 - 69.8 - 67.1 -65.1 -63.6 - 62.4 -61.4 -60.4 -59.6 -58.9 26 ft +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 26 ft +52.6 +50.8 +49.8 +49.1 +48,4 +47.9 +47.5 +47.1 +46.7 -57.5 -56.1 -55.1 -54.3 -53.7 -53.2 -52.7 -52.3 -51.9 -70.9 - 68.2 - 66.2 -64.4 - 63.4 -62.3 -61.4 -60.6 -59.9 28 ft +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 28 ft +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 -58.3 -56.9 -55.9 -55.1 -53.9 -53.5 -53.1 -52.7 -72.0 -69.2 -67.1 - 65.6 - 64.3 -63.2 - 62.3 -61.5 -60.7 30 ft +53.8 +52.3 +51.3 +50.6 1-54.5 +49,9 +49.4 +48.9 +48.5 +48.1 30 ft +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 -60.2 -58.8 -57.7 -56.9 -56.3 -55.7 -55.2 -54.8 -54.4 -74.4 -71.4 -69.4 - 67.7 - 66.4 - 65.3 - 64.4 -63.5 -62.7 35 ft +55.5 +54.1 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 35 ft +55.5 +54.1 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 - 62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 -76.5 -73.5 -71.3 - 69.7 - 68.3 - 67.2 -66.2 - 65.3 -64.5 40 ft +57.1 +55.6 +54.5 +53.6 +53.0 +52.5 +52.0 +51.5 +51.1 40 ft +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 - 63.5 - 62.0 - 60.9 -60.0 -59.3 -58.7 -58.2 -57.8 -57.4 -78.4 -75.3 -73.1 -70.0 - 68.9 -67.8 - 67.0 -66.2 45 ft +58.6 +57.0 +55.9 +55.1 +54,4 +53.8 +53.3 +52.8 +52.4 45 ft +58.6 +57.0 1-71.4 +55.9 +55.1 +54.4 +53.8 +53.3 +52.8 +52.4 64.9 -63.4 -62.2 - 61.4 -60.7 -60.1 -59.4 -58.5 -58.7 -80.2 -77.0 -74.8 -71.6 -70.4 - 69.4 -68.5 -67.6 50 ft +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 50 ft +59.9 +58.3 1-73.0 +57.2 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 -66.3 - 64.6 -63.5 - 62.6 - 61.9 -61.3 -60.8 -60.3 -59.9 -81.8 -78.6 -76.3 -74.5 -73.1 -71.8 -70.8 -69.8 -69.0 55 ft +61.1 +59.5 +58.3 +57.4 +56.7 +56.1 +55.6 +55.1 +54.7 55 ft +61.1 +59.5 +58.3 +57.4 +56.7 +56.1 +55.6 +55.1 +54.7 X7.5 -65.8 -64.7 - 63.8 - 63.0 - 62.4 - 61.9 - 61.4 61.0 -83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 60 ft +62.2 +60.6 +59.4 +58.5 +57,8 +57.1 +56.6 +56.1 +55.7 60 ft +62.2 +60.6 +59.4 +58.5 +57,8 +57.1 +56.6 +56.1 +55.7 INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENTED TO DEPICT THE' WORST CASE° PRESSURES.'WORST CASE' IS 1 DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOW VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd-1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 80' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTION FOR ROOF SLOPE LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN ( AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE PEAK ROOF HEIGHT. 8. ALWAYS ROUNDUP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT-WIDTH) OR THE SPAN LENGTH ( HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH ( HEIGHT %) . USE THE AREA BETWEEN STRUCTURAL AREA OF AN OPENING CANNOT IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR ( ZONE 4) OR EXTERIOR (ZONE b) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. /±� -A ' d y /f� \�/ d a = 10% OF LEAST HORIZONTAL DIMENSION -o 40% OF MEAN ROOF HEIGHT,WHICHEVER IS R �Gy In BUT NOT LESS THAN 4% OF LEAST HORIZO DI 3 W USE ZONE 5 IF ALL IN QUESTION. CONSULT GI FOR A MORE SPECIFIC INTERPRETATION IF IRED. B. - nnoN ! - -- GENERAL NOTES: . THESE CHARTS ARE NOT VALID AS A SITESPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY YIPING WANG, P.E. 2. THIS SPECIFICATION IS INTENTED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENTED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST ( WIND VELOC" FOR A CATEGORY 11 GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt - 1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpl = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd = 0.85 ( DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENTED. WALL ZONE FIGURES ISOMETRIC DAB DOOR COMPANY INC 12195 NW 98 AVE HIALEHA GARDENS, FL 33018 Shutter Product Approval Authorization Form Date: 11/19/2009 Municipality: MIAMI SHORES Building Official: MIAMI SHORES Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: Sectional Garage Door 9'-4" Wide Product Approval No: 09- 0128.04 .:Fkis letter authorizes STORMWISE Corporation to use the above :0000: Meritioneo•p'rQduct at the following job: 0000 . 000000 0000 • • s 000000 0 014ame: YIAXKEL LOPEZ 0000 . :Ajdres,%?+1.7 .00.90 NE 103 ST •• sees :0800: 0000. 900•.9 City, Stat4OZip: MIAMI SHORES, FL 33138 so 9.000. 000000 • • • 'Sincbrely, Storm Wise Solutions, INC Permitting Department ENIS GASCON 1. This form must accompany the application for the building permits and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade county Notice of Acceptance. M IAM FDADE MIAMI -DADE COUNTY, FLORIDA ® 11, 1 U METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.mi1Mjda& de my/bUff4ingeode DAB Door Company, Inc. 12195 NW 986 Avenue Hialeah Gardens, FL 33018 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 ct�s as described and has.been,c_esig_ned to comply with the uilding Code, including the High Velocity Hurricane Zone. DESCRIP'T'ION: 9'- 4-Wide x 16111igh Steel Sectional Garage Door w/ Window Lite Option CUMENT: Drawing No. 01 -09, titled "Sectional Garage Door", dated 02 /Ol /0 nth last revision E dated 12/23/08; sheets u o gned and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Contro l revision stamp with the Notice of "tance number and expiration date by the Miami -Dade County Product Control Division. :....: MisNTLE IM ACT RATING: Large and Small Missile Impact Resistant ..... , ' X„4I1'ELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following st tt;xwr : Miami -Dade County Product Control Approved ", unless otherwise noted herein. • • • • •' : RENEWA !d0f tMs NOA shall be considered after a renewal application has been filed and there has been .0 0 . •....• . i range in 1h a applicable building code negatively affecting the performance of this product. 0000: no c TMKINA'1:)<QDfof this NOA will occur after the expiration date or if there has been a revision or change :0006: ir►the materW9 mn, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of .. ��X pjoduct!ftfrs5ites, advertising or any other purposes shall automatically terminate this NOA. Failure to • eompty witlt a4f Section of this NOA shall be cause for termination and removal of NOA. 00 00 et*V*RTIStMENT: 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 # 05- 0915.09 and 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 Carlos M. Utrera, P.E. =NOA 28.04 2011 ECO , 2009 age 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01 -09, titled "Sectional Garage Door", dated 02/01 /01, with last revision E dated 12/23/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI- 08- 2149A/B, dated 06/27/08, signed and sealed by Candido F. Font, P.E. 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08 -T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/08, signed and sealed by Candido F. Font, PE. 3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per - PA 203 on "Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01 -974A, dated 01/29/01, signed and sealed by Hector M. Medina, P.E. 6 • • ; • 6 4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry :9909: :.lVesistance Test on "Sectional Residential Garage Door", prepared by Hurricane • Engineering & Testing, Inc., Report No. HETI 01 -969, dated 01/18/01, signed and .... 00 0 :.:wAed by Hector M. Medina, P.E. ' 0000 0000.. . . `Pabmitted under NOA # 01- 0516.03" 0000. . . 0006.. • • • • • • :5. 9 0'Pt report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G -40 steel 0 9 0 9 9 9 Yianels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/98, •9 g'ged by W. A. Jackson, P.E. 9 0 � • o 9 0 • "Submitted under NOA # 03- 0210.04" 0000.. ire • 0 • :CALCULATIONS 1. Anchor verification calculations prepared by Al- Farooq Corporation, complying with F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. Carlos M. Utrers, P.E. Product Control Examiner NOA No. 09 -0128.04 Expiration Date: August 9, 2011 Approval Date: March 18, 2009 E -1 DAB Door Company. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/08 and expiring on 07/17/13. 2. Notice of Acceptance No. 07- 1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/07 and expiring on 11/29/12. 3. Notice of Acceptance No. 07- 1107.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 04/26/07 and expiring on 08/27/08. 4. Notice of Acceptance No. 07- 0301.10, issued. to Dyplast Products, LLC, for their Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 06/07/07 and expiring on 01/11/12. "Submitted under NOA # 05- 0228.02" 5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04 -A002, dated 09/27/04, signed and sealed by Rafael E. Droz -Seda, P.E. 6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material', prepared 699:06 by Hurricane Engineering & Testing Inc., Report No. HETI 04 -T251, dated 11/29/04 �.... : - signed and sealed by 1. Ghia, P.E. • • • • 7. • Test Report on Self- Ignition Temperature Test, Rate of Burn Test and Smoke Density • •. :.ZeA of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, •: • • • • ; • • • • • • report No. 04 -761- 15019.0, dated 05/06/04, signed and sealed by J. L. Doldan, P.E. ..... . . ...... T ".:STA MNTS • • • • 1. • $19=ent letter of code conformance issued by Al- Farooq Corporation, dated • •... .. :24169/08, signed and sealed by Humayoun Farooq, P.E. *:**00o2- ' • ; 5tatgment letter of no financial interest issued by Al- Farooq Corporation, dated • • • • • • see": .12/1 '9/08, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 05- 0915.09, issued to DAB Door Company, Inc, approved on 04/13/06 and expiring on 08/09/11. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 09 -0128.04 Expiration Date: August 9, 2011 Approval Date: March 18, 2009 E -2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number. INSP- 132631 Permit Number: WS -11 -09 -1937 Scheduled Inspection Date: January 07, 2010 Inspector: Bruhn, Norman Owner: LOPEZ, MAIKEL Job Address: 117 NE 103 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: STORMWISE SOUTH FLORIDA INC tsmialing department comments GARAGE DOOR REPLACEMENT Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1121360130810 Phone: (305)597 -7797 January 06, 2010 For Inspections please call: (305)762 -4949 Page 21 of 26 • • • • • • • • • 7- W m 12. -3" 7 SECTIONS 21-1- !u 12' -6' 6 SECTIONS 18-12 SECTIONS 21 12' -9' 15 DOOR HEIGHT CONSISTS OF 13' 14 SECTIONS 18'14 SECTIONS 21 13' -3` 3 SECTIONS 18 °i5 SECTIONS 21 13' -6" 2 SECTIONS 18'i6 SECTIONS 21 13' -9" 6' -6" SECTIONS 21 2 SECTIONS 18° 2 SECTIONS 21" .158 DIA. GALV. AIRCRAFT TYPE 6 SECTIONS 18-13 SECTIONS 21 14' -6° 15 SECTIONS 18-14 ® 14' -9° 14 �� 5 SECTIONS 21 6' -9' 3 SECTIONS 18" 16 1 SECTION 18" 3 SECTIONS 21" 2 SECTIONS 18' 17 CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 15' -6" 1 SECTION 18" 8 SECTIONS 21 15' -9" 9 SECTIONS 21'i- 1 W 6 SECTIONS 18° 7' 4 SECTIONS 21 ° - OPTIONAL • D.C. OPENING AREA NOT TO EXCEED 120 SQ. IN. COLONIAL DESIGN •••- WIDTH •- • • • *• " � °• 7 -8 •4 SECTIONS 18" 1 SECTION 21" STEEL PLAN iJ W 3 SICTIONS 18" 2 SECTIONS 21" WITH (2) #14 X 5/8" SMS 8' -3" • 2 CTIONS 18° 3 SECTIONS 21 " 8' -6" • • • i 6iCltON 18° 4 SECTIONS 21" 8' -9' S JA9401ONS 21" - BRACKET BRACKET • 9' • -SECTIONS 18' - STD. LIFT DOOR LOW HEADROOM 9' -3° SECTIONS la' .1 SECTION 21" DOOR OPTION ' • UCTIONS 18" 2 SECTIONS 21" •9' -9' • 311SECT10NS 18" 3 SECTIONS 21' 7 -7/8° X 3 -1/8' X .010" • 10' • �fiCTIONS 18" 4 SECTIONS 21' STEEL PLATE 10' -3" CT10N 18° 5 SECTIONS 21' CENTER STILE WITH (4) #14 X 3/4° SDS • ••10' -8" 6 SECTIONS 21" - OUTSIDE 0'-9° 18' 1 SECTION 21" • _IONS l fN0� •1 V-3- 4 SECTIONS 18-13 SECTIONS 11- - 1 ' W m 12. -3" 7 SECTIONS 21-1- !u 12' -6' 6 SECTIONS 18-12 SECTIONS 21 12' -9' 15 SECTIONS 18,13 SECTIONS 21 13' 14 SECTIONS 18'14 SECTIONS 21 13' -3` 3 SECTIONS 18 °i5 SECTIONS 21 13' -6" 2 SECTIONS 18'i6 SECTIONS 21 13' -9" 1 SECTION 18' 17 SECTIONS 21 14' 8 SECTIONS 21'1- 14' -3' 6 SECTIONS 18-13 SECTIONS 21 14' -6° 15 SECTIONS 18-14 SECTIONS 21 14' -9° 14 SECTIONS 18" 5 SECTIONS 21 15' 3 SECTIONS 18" 16 SECTIONS 21 15' -3" 2 SECTIONS 18' 17 SECTIONS 21 15' -6" 1 SECTION 18" 8 SECTIONS 21 15' -9" 9 SECTIONS 21'i- 1 W 6 SECTIONS 18° 4 SECTIONS 21 �>� LOCK BAR GUIDES INSTALLED dN END STILE ° WITH (4} X14 X 5/8' SMS Q .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE TOP FIXTURE 5 -1/2' X 2 -3/4" X 0.1" STEEL PLATE WITH ONE 5/16 -18 MS W/ NUT FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER (6) #14 X 3/4° SELF DRIWNG SCREWS TO BE INSTALLED AT / / CENTER STILE CENTER STILE / EN ERA !u z F■ W rYo fll i' I a. > I i 0_ a t 0 a gi 0 0 a, CC N 0 Ro lWl x o Q LL >a IL ° _Lu g A /V aJl i n OPTIONAL • D.C. OPENING AREA NOT TO EXCEED 120 SQ. IN. COLONIAL DESIGN •••- WIDTH •- • • • *• EN ERA of I O O Q` M W M w C9 I Q u Zf-- cn N I O W m I Z Q It m E �I0 . U V) 9 -4 INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR DAB DOOR MODEL 824 MAX. SIZE 9' -4° WIDE X 16' -0° HIGH DESIGN PRESSURE RATING = + 50.0 PSF — 60.0 PSF THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT 1 L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. g �oS o� 0 m a� t� a DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 1 &W7 PRfJiM#C T+1�Yf.� a \ CAN. 3538 '9rii1�eP1■1� c sm—aw—ft Cab drawing no. JAN 13 2409 01 —09 sheet 1 of 5 !u z F■ W rYo fll 0 w `� I a. > I i 0_ a t 0 a gi 0 0 a, CC N 0 Ro lWl x o Q LL >a IL ° _Lu g aJl n of I O O Q` M W M w C9 I Q u Zf-- cn N I O W m I Z Q It m E �I0 . U V) 9 -4 INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR DAB DOOR MODEL 824 MAX. SIZE 9' -4° WIDE X 16' -0° HIGH DESIGN PRESSURE RATING = + 50.0 PSF — 60.0 PSF THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT 1 L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. g �oS o� 0 m a� t� a DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 1 &W7 PRfJiM#C T+1�Yf.� a \ CAN. 3538 '9rii1�eP1■1� c sm—aw—ft Cab drawing no. JAN 13 2409 01 —09 sheet 1 of 5 • • • • • • • FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 SOUTHERN PINE 0.55 S.G. a ° a ° 1 • e a FLAPS BENT OVER PANEL-\ 4 • a C c 2" MIN. EMBED INTO CONCRETE 0 1 -7/8° MIN. EDGE DISTANCE 1/2° PUNCHED HOLES 8 01A, HLC c_t EEW BY 'HI Ti' 0 4° O.C. j O w • E� { Q 0 Q o ; 1 -5/8" MIN. EDGE DISTANCE INTO CONCRETE p l0N�rc 0 al I' • s • W;LL z .J �g z Q I I Qw�g I�-I -� O Z ^ 1 -3/16° _ EDGE CONCRETE f'c = 3000 PSI MIN. u7 If" " X 2.19: •1:3.3° X .102" •• • STEEL TRACK BRACKETS SEE St-t�j V TOR SPACING y �,• ao > °. .-�{t_ 3/16 DGIJ DIST" T7° a . ° 1 1/2- MIN. STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER To 5/t 6°O XD 1 A W G SCREW BY 'SCHLAGE SECURITY HARDWARE' (FULLY THREADED) INSTALLED IN 9/16" DIA HOLES IN CENTER STILE ONE PER BRACKET POSITIONED AT EYE LEVEL OPTIONAL STOP MOULDING BY DOOR INSTALLER #14 X 518" SMS 6 PER HINGE 3/4- X 2- X 2-1/2- X 18 GA. STEEL E ND STILE, CONNECT CT TO PANELS 1/2' X 1 -3/4° X .059° FORMED STEEL FLAPS AND 3/16° ALUM RIVETS GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE END STILE WITH 3/16° POP RIVETS ® 12' O.C. 1 -7/8' X 2 -5/8" X .045" STEEL CENTER STILE, GLUED AND RIVETED I TO PANEL W/ (4) 3/16' RIVETS j r 4#1/ 4 HINGE 8" S.M.S. 4 POP RIVETS 24 GA STEEL PANEL 3/16" ALUM RIVETS, ' I or i lol Z ANCHORS: a '- FLAPS BENT OVER PANEL-\ ro dal a C c 2" MIN. EMBED INTO CONCRETE 0 1 -7/8° MIN. EDGE DISTANCE 1/2° PUNCHED HOLES 8 01A, HLC c_t EEW BY 'HI Ti' 0 4° O.C. j O w ,3f8" 1 -1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK E� { Q 0 Q o ; 1 -5/8" MIN. EDGE DISTANCE INTO CONCRETE p l0N�rc 0 al I' W;LL z .J �g z Q I I Qw�g I�-I -� O Z ^ '-END STILE m ANCHORS: O 0 '- A) 318' OL4_ POWER=9O T BY 'POWERS' 2" MIN. EMBED INTO CONCRETE 0 1 -7/8° MIN. EDGE DISTANCE 8 01A, HLC c_t EEW BY 'HI Ti' Z N 04 — Z ,3f8" 1 -1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK Q ro p I ; 1 -5/8" MIN. EDGE DISTANCE INTO CONCRETE Z 0: w 4" MIN. EDGE DISTANCE INTO FILLED BLOCK U . U O Z ^ _ EDGE CONCRETE f'c = 3000 PSI MIN. u7 DISTANCE C -90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. n Q y �,• ao > °. .-�{t_ 3/16 7 -1 /2' X .050" GALV. STEEL J ��f 2 -1/8° X 1" X .078' CENTER HINGE 7 -1/2" X 3' X .071' GALY. STEEL TRACK SECTION B —B END ROLLER HINGE FASTENED TO TRACK PLATES 7/16' PUSHNUT 1.82° DIA. X .50° W/ 1/4-20 X 5/8" TRUSS HD. INSTALLED ON ROLLER SHAFT W/ .44 D NYLON/STEEL /40' STEM SLOTTED M.S. & LOCK NUT INTERIOR SIDE ANCHOR TYPE A OR 8 (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 1/4-20 SS BOLT & NUT STRUCTURES FLA. PE i 16657 C.A.N. 31538 AN 13 2009 Co a g ii U N lY o c=i l 14d °o MI= i o o r+ drawing no. 01 -09 sheet 2 of j •••••• • • • • •••••• I� NIA W SIM �w Ala N W ox io i CL M• N O m 2' POP RIVETS 2 -3/4 X 5 -1/2" X 3' X .104" I rl TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) i 14 X 5/8' S.M.S. .090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/16 -18 X 3/4" HEX HEAD M. SCREWS & NUTS. HORIZONTAL REINFORCEMENT 1/2' X 1 -3/4" X .059° FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16 POP RIVETS 2' X 5 -1/2" X .104" GALV. STEEL FASTENED W/ (4) 14 X 5/8" S.M.S. TOP R LLER BRACKET FOR LOW HEADROOM DOOR OPTION i' X 1 -5/8" LAG SCREWS INTO WOOD OR 5/16' SLEEVE ANCHORS WITH 1-1/4' EMBED INTO MASONRY 3 PER BRACKET >. -1 /2" X 4-1/4- X 13 GA. STEEL PLATES :D TO 1 -1/2" X 1 -1/2" X 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4 -20 SS. BOLT & NUTS i HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" MEETING RIB 1.82" DIA. X .50' ROLLERS W/ .44 DIA. X 4 -1/4" STEM OPTIONAL INSULATIONS: BY 'DYPLAST PRODUCTS LLC' EPS- EXPANDED POLYSTYRENE DENSITY = 1.05 PCF N.O.A. #07- 1107.08 OR ISO -25 POLY- ISOCYANURATE DENSITY - 2.0 PCF N.O.A. #07- 0301.10 OR DENSITY - 0.92 PCF N.OA #07- 1016.07 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (4) #14 X 5/8' SMS MIN. .024' ROLL FORMED STEEL PANEL DRAWING QUALITY G -40 MIN. YIELD STRENGTH - 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) #14 X 5/8' SMS BOTTOM SEAL .058 ALUM PLATE WITH 1/8' X 1 " S.M.S. 0 48' O.C. AND RUBBER WEATHERSTRIPPING xw x z� 0 0 m ml � m ! m ml I a m I N mI T TRACK CONFIGURATION 2 X 2 X 1/8- HORIZ. ANGLE HORIZ. TRACK SUPPORT, SPOT WELDED TO HORIZ. TRACK CENTER SUPPORT READ. ON DOORS WITH TWO WELDS AT 1 -1/2" APART EXREEOING 8 FT. IN HEIGHT.., FIRST AT 3" O.C. I I A — , REST AT 9" O.C. II �� CONNECTED TO FLAG BRACKET ANGLE W/ 3/8 -16 X 3/4' BOLT & NUT •! AND TO SPRING SHAFT GUIDE WITH �I A — (2) 1/4 -20 X 5/8' BOLT & NUT HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" 14 GA. GALV. STEEL TRACK VERTICAL TRACK _.,� "�- " 2-1/8" X 1 " X .080" SECTION A —A DOOR * SECTION HEIGHTS j BRACKET PLACEMENTS HEIGHT j1ST 2ND 3RD 14TH 5TH 1 B1 B2 83 84 B5 B6 B7 B8 6' -0" 18" 18' 18" 18" N/A 1" 11 -3/4" 23" 34" 45" 56" 67' - 6' -6' 21" 18" 18" 21" N/A 1' 11 -3/4' 23' 34' 45" 56" 67' - 7' -0° 121 "121" 21" 21" N/A 1' 11 -3/4" 23" 34' 45' 56° 67' - 7' -6" 118 "118' 18" 18" 18" 1" 11 -3/4" 23' 34" 45" 56' 67' 78 -1/4" 8' -0" 21 "'18° 18' 18' 21° 1" 11 -3/4° 23' 34" 45" 56" 67" 78 -1/4" *- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10° O.C. 1.9" X 2.19' X 3.3' X .090" STEEL TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WITH 0) 1/4" BOLTS & NUTS. AVAILABLE TRACE, QEn IS r. DR. HUMAYOUN FAR004 Plttivuer IB!vam STRU..tIIRRa 'r•tb�rFlsil. FLA. PE $ 185$7 CAN. 3538�j L JAN 13 2009 ( u %l m' 12, {O Z — ; 1 :w! 0� CL a ow d"O L N I V Q d I aOLuM O I 0 IL<< a 0 a 61: 11. Z y o I Jam < W a W19' x' m OI O OIf r,a a tii Ld Q ¢ tJi Ir V = v C49'�? W GO < (n I Q o� °I C~.1 Q Z � 0 CO a) J v N � O 0 O 0 N i-r 2 8 CWA y m LO o IL °z� s of i� 9 drawing no. 01 -0s sheet 3 of 5 • • • • • • • • • •• WOOD FRAME BUILDINGS • STUQ *tL% OR DOOR OPENING (NOT BY DAB DOORS) • SHALL• BE FRAMED SOLID BY NOT LESS THAN • (3) aX6 PRESSURE TREATED GRADE 2 SYP OR BETTER � • 0Q STUB%TA TO BE CONT. FROM FOOTING TO TIE BEAM. • ENGINEER OR RECORD TO VERIFY ADEQUACY OF THE • • • SUP•STRUCTURE. y-QM=K CONNECTION TO MASONRY •• TRACK*ftLL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE • TREAV" "rb SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED %NFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH • •• • • • 1 /4 * ULTRACON BY 'ELCO' WITH SPACING OF 20' O.C' INIP BLOCK WALL, WITH 2 -1/4' MIN. EMBED • •i 16' 0t. INTO MOD PSI CONCRETE, WITH 1 -3/4' MIN. EMBED • 2 -1/2' MIN. EDGE DISTANCE 1/4' TAPPER BY 'POWERS' WITH SPACING OF 14. O.C. INTO BLOCK WALL. WITH 1-1/2" MIN. EMBED 16' O.C. INTO 3000 PSI CONCRETE. WITH 1 -3/4' MIN. 'EMBED 3" MIN. EDGE DISTANCE 3/8' CONFLEX BY 'ELCO' OR 3/8' LOT BY 'TTW' WITH SPACING OF 24" O.C. INTO 3000 PSI CONCRETE, WITH 2 -1/2" MIN. EMBED 2' MIN. EDGE DISTANCE 3/8' HLC SLEEVE BY 'HILTI' WITH SPACING OF 17' O.C. INTO BLOCK WALL, WITH 1 -1/4' MIN. EMBED, 4" MIN. EDGE DIST. 18. O.C. INTO 3000 PSI CONCRETE, WITH 1 -1/4' MIN. EMBED AND 2 -1/2' MIN. EDGE DISTANCE THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS 5/16' X 1 -5/8" LAG SCREWS AT 12' O.C. a e � 1 -1/2' STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 1 -1/2' 5/16' DIA. BOLTS WITH WASHER & NUT AT 12" O.C. MAX. 1 -1/4' X 2 -1/2' X 14 GA _ CONT. STEEL ANGLE 12 GA. GALV. STEEL FLAT BRACKETS t3' LONG AT 12" O.C. IN DOOR OPNG. AT 18" O.C. ABOVE DOOR OPNG. CONNECTED TO COW. ANGLE W/ (3) SPOT WELDS AT EACH SIDE 41.V 1,. a t 1 a C� oZ N W N a N C71 W w. � L6 i IL 4 Q O 4t C j 0 ro 4 W u. W �. Z .0 c°o J 3 a J Q W rrl g I ct W ANCHOR SPACING CD O ANCHORS STRUCTURE EMBED SPACING iEDGE DIST. 3/8- HLC SLEEVE 13Y 'HILTI' CONC. 1 -1 4 a" 1 -5/8' 3/8' HLC SLEEVE BY 'HILTI' FILLED BLOCK 1-1/4' 8" 4" 3/8- DYNABOLT BY 'ITW' CONC. 1 -1 2 8' 2' 3 8" DYNABOLT BY '1TW FILLED BLOCK 1-1/2' 8" 3-3/4- 348," POWER -BOLT BY 'POWERS CONC. 2" 8" 1-7/8 3/8- SLEEVE -ALL BY 'SIMPSONS CONC. 1-1/2' 8" 1-7/8- 1 -1/2' CONCRETE f c= 3000 PSI MIN. 0 M uj C -90 GROUT FILLED BLOCK fm = 2000 PSI MIN. W 0 Z cn IZ z -�I.N rnp I CONCRETE f c= 3000 PSI MIN. 0 C -90 GROUT FILLED BLOCK fm = 2000 PSI MIN. 0 Z cn cl in < �k l 2 -1/8" X 1' X 14 GA. GALY. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1 /4- 20X5 /8' TRUSS HD. SLOTTED M.S. & LOCK NUT ALTERNATE TRACK INSTALLATION STRUCTURES FAA. PE # 16557 C.A.N. 3538 .JAN 13 2009 AF �g '_n v O a a N oa s I� cmb Li T � �a a . 4 Aairrt drawing no. 01 -09 DOOR PANEL 24 GA. (.024) STEEL MIN. 7/16" DIA. WASHER 1 1� Oi .W Z. 1 � O z I 1.�25 ' � t ,.765 I • L ,w^� O o I • ; ! 1 1.144 { a W ! i o LL� I 7 111 • 114 L II 111, II;I 1111 I 11�{ - 176 � 0 CL c R 111.1 Il i IIII I I 11i1 II' IIII * EXTERIOR FRAME a O � � °�° p • RIGID PVC ONE PIECE INJECTION � a W W 011 0 W • DOOR PANEL 24 GA. (.024) STEEL MIN. 7/16" DIA. WASHER #8 X 3/4- SMS ® 3/8- FROM ENDS AND 7. O.C. MAX. (4) #8 X 3/4- SMS 0 1 -3/8- FROM ENDS AND 6 -1/2. O.C. MAX. .175 X .062 DEEP GROOVE 1/4- POLYCARBONATE LEXAN BY SABIC INNOVATIVE PLASTICS NOA #08- 0305.02. 175 X .062 DEEP GROOVE (4) #8 X 3/4- SMS ® 1 -3/8- FROM ENDS AND 6 -1/2. O.C. MAX. 3/4- 0 3 /8 - FROM ENDS AND 7. O.C. MAX. \7/16' DIA. WASHER o` DOOR PANEL 24 GA. (.024) STEEL MIN. to O *PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE 21 3/4- MAX. WOW. WIDTH 18 1/8- MAX. .500--1 1 1� Oi .W Z. 1 � O z I 1.�25 ' � t ,.765 I L ,w^� O o I 1 ; ! 1 1.144 { a W ! i o LL� I 7 111 / 114 L II 111, II;I 1111 I 11�{ - 176 � 0 CL c R 111.1 Il i IIII I I 11i1 II' IIII * EXTERIOR FRAME a O � � °�° p I RIGID PVC ONE PIECE INJECTION � a W W 011 0 W J Lo J0ma a zW Ii W. !I D W ! • • 111; IIII .•. : 1111 II • . Ilil •. • I I , i • • •••w • IIII I I ••• � Illl e ••e II!I ••w• • l 1 � 1 t ~�t • • ii Ili 1 i ••• : 111 ! i I II /�'...� r i l III ; B f j f / ; i #8 X 3/4- SMS ® 3/8- FROM ENDS AND 7. O.C. MAX. (4) #8 X 3/4- SMS 0 1 -3/8- FROM ENDS AND 6 -1/2. O.C. MAX. .175 X .062 DEEP GROOVE 1/4- POLYCARBONATE LEXAN BY SABIC INNOVATIVE PLASTICS NOA #08- 0305.02. 175 X .062 DEEP GROOVE (4) #8 X 3/4- SMS ® 1 -3/8- FROM ENDS AND 6 -1/2. O.C. MAX. 3/4- 0 3 /8 - FROM ENDS AND 7. O.C. MAX. \7/16' DIA. WASHER o` DOOR PANEL 24 GA. (.024) STEEL MIN. to O *PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE 21 3/4- MAX. WOW. WIDTH 18 1/8- MAX. .500--1 1 1� Oi .W Z. ! O z I 1.�25 ' W a ,.765 I L ,w^� O o I J f� ! 1 1.144 { a W ! i o LL� I I O� 114 e — 800 . -- O � M > 176 0 CL c R I f * EXTERIOR FRAME * INTERIOR FRAME � � °�° p RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION a W W 011 Lo J0ma a zW Ii W. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS #8 X 3/4- SMS C 0 3/8- FROM ENDS .175 X .D62 DEEP AND 4 -1/2. O.C. MAX. GROOVE I I DOOR PANEL 24 GA. (.024) STEEL MIN. 15/16- MIN. WIDTH EXTERIOR D.L. OPG. STRI,MIRES FLA. PC III 165,57 CAN. 3534 JAN 13 2609 �I w� aU f ZJ.—cn �l C7 �. w co i 10 Z� �! W In O vi t� U L � U o VI Z p ON x Z (C3 r m � N m OLL m W °w CL l a 0 a z i 0 l o o r 1 a m l a li3 f drawing no. ` 01 -09 j sheet j, j PROPERTY FILES ADDRESS: 1 I-� N �` - � c 3 <3T NAME: Dlw lC) V aUD c� PHONE NUMBER: �� `� Copies are available at $0.15 per page. Copies of plans are available for $25.00. OFF. � (8835PG3419 NOTICE OF COMMENCEMENT -REC. . A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF DADE: TAX FOLIO NO. It— 21":56 w 3-- OTS 10 99R a� 932 1999 OCT 26 30p 11 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: -r= C, Df4c al- ! 3.Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: R 4. Contractor's name and address: 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: , I_ Amount of bond 6. Lender's name and address: RECORDED W OFMAL RECORDSBO(Z OF DADE GOWN, FLORIDA. HARVEY ..L n ... l.Vy/v0 .r._...6 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: S. in addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of different date is specified) (the expiration date is 1 year from the date of recording unless a sonefwre Of owner Print Owners Name i�r� f'10t Sworn to and subscribed before me this 12— day of �',19-0-a. Nil; Notary Public �• a _ uy l s : c a a1xl Print Notary's Name Prepared by: �52r �K Address: kDq AAbi5DV Sk 16Ilrjl , R, �03•l My Commission Expires: 0 12.01.52 10MB 5104 APPENDIX "F" APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as 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 Chapter 29 of the SFBC. (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 units of roofing work to be performed. VIP 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. A 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. A7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. •It may be beneficial to consider additional venting which can result in extending the service life of the ioof. ` l °11 A 4��L 004V'U'_ Owner' Agent's Si na a Date ontractor's Signature V Signature Appendix "E" UNIFORM ROOFING PERbUT APPLICATION PROCESS No. ► _J 'So ❑ aAw SWpc APplicadw) ❑ (AspMWFR aslass Shingles) ❑ New Roof OG Re- roofing R0-0- GTZGORV ❑ ("-Oa Tile) 0 9(Mo W- Adhcsiw Set Tue) ❑ (mew Roomwood shiagla a Sher m) ❑ (Other) ❑ Remvering ❑ Repair ❑ Maintenance Fist Roof Area (R=) __ SiV� Roof Area (M Total (m Matter Perk No. Exposure category (per ASCE 748): Building won category (pa ASCE 748 table 1): Ft. ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Ft. Fastener Type: SPACrNG Field. Perimeter. Corner: DETAIL 1 & 2 ROOF PLAN -------------------------------------------- e ' • ' •------ �------------------------ - - - - -- • ----------------------------- - - - - -- ------------------------- - - - - -- . ' • ' . ' • r------------ - - - - -- ------------------ -- , . , ' ► ' . r• r -------------- . - - - - -- IM,-72 eras Page -1 e IM,-72 eras Page -1 r V fiawp�r Appetsdi , "V, UNWORMI ROOFING PERrAff A PPLICdV `ION PROCESS No. SL ®QED SYSTEM ��ESCRIP�?ON :1 w0tx, )A9K 30 Pair M -D fMserey�. �,j.de�: a4 �« Le . Root 1 D E T A I L 3 L, I,Iq r1No, 4115/ r z,' 2(V S. 44 4 tli ire ATP HMENTS REQUIRED 1) Face L, .auny Listing Pap Z) Dade t ?may PrWM Cana W Notice fA=qWmcvC0va Shccl a) Spe ?fc System Desa0cm b) - Spc =�ft System Limitation Q GO Mi Llmitaticats d) Ap : P.cabie Detail Duwiags 3) Mink al Permit Apps 4) Approvals TII.E CALC[1�:.AITOLS (pMw-j -:. • I x k ( ustW): ) ® Ms- -L=_ = �-- -JPCA: ►. r Or (Pnua G 'J' °Y X, 7L cAnody -wmc �s�ua): ) - Ms: "f= = MTV �'Sr, PCA. 1. i Page,. f r F U=1 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL NOTICE OF ACCEPTANCE PRODUCT CONTROL DIVISION Santafe Tile Corporation (305) 375 -2902 Ladrillera Santafe FAX (305) 372 -6339 Bogota, Colombia Your application for Product Approval of: SantafF Tile Corporation, Nail -On or Mortar /Adhesive qet Clay "Santafe S" R'oof7ng Tile under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction,. and completely described in the plans, specifications and calculations as submitted by: Redland Technologies, The Center for Applied Engineering, Inc. and Testwell Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific conditions set forth on pages 2 through 7 and the standard conditions set forth on page 8. The approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time for a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any amendments to the South Florida Building Code be enacted affecting . this product or material. The Building Code Compliance Office reserves the right to revoke this approval, if: it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer Acceptance No.: 97- 0515.05 Revises No. 96- 0318.02 ul Rodrig ez Expires: 01/22 /01 Product Control Supervisor THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. _ n Charles Danger, P.E. Director Building Code Compliance Dept. Approved: 0122/98 Metropolitan Dade County Internet mail address: postmaster @buildingcodsonline.com Homepage:' httpJ /www.buildingcodeonline.com SANTAFE TILE CORPORATION Applicant: ACCEPTANCE NO.: 97- 0515.05 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL SantaA Tile Corporation Product Control No Ladrillera Santafd Bogota, Colombia Approval Date: Expiration Date: Cateaorv: Prepared Roofing Sub - Cateaorv: High Profile Tile Type: Nail- on/Mortar Set/Adhesive Set Sub -Type: Clay System Description 97- 0515.05 January 22, 1998 January 22, 2001 Ladrillera Santafd, located in Bogota, Colombia, manufacturers clay roof tile for nail -on and mortar/ adhesive set applications. All Ladrillera Santafd tiles are available in standard unglazed and a glazed color finish. This Product Control Approval relates to the Ladrillera SantaM "Royal" tile profile. Refer to appropriate Product Control Approvals for other tile profiles. s Santa Fe Tile Corporation is the sole, approved distributor of Ladrillera Santafd roof tiles. Contact: Daniel Bernal General Manager Santafd Tile Corporation 8825 NW 95 St MMiami, Florida 33122 (33178) (305) 885- 9002/888 -0050 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product rodu t Dimensions Specifications Description Santafe -S -Clay Roof 1= 18" ASTM C 1167 High profile, one piece, clay roof tile Tile w = 11.5" equipped with two nail holes. For nail - 'h" thick on, mortar set and adhesive set applications. Trim Pieces I = varies ASTM C 1167 Accessory trim, clay roof pieces for w - varies use at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each 2:gaPage 2 of 8 Roofing Product Control Examiner 0 T SANTAFE TILE CORPORATION ACCEPTANCE NO.: 97- 0515.05 TEST REPORTS Test Aeency Test Identifier Test Name/Reyort Date The Center for Applied Engineering, Inc. 94-156-9 Static Uplift Testing Aug. 1994 PA 102 The Center for Applied Engineering, Inc. 25- 7205 -1 Static Uplift Testing March 1995 PA 101 The Center for Applied Engineering, Inc. 94 -156 -8 Static Uplift Testing Aug. 1994 PA 101 The Center-for Applied Engineering, Inc. Project: 07- 07 -00 -91 Wind Driven Rain Sept. 1994 (307023) PA 100 Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108 (Nail -On) 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) Redland Technologies P 0647 -01 Wind Tunnel Testing Aug. 1994 PA 108 (Mortar Set) Redland Technologies P 0631 -01 Wind Tunnel Testing July. 1994 PA 108 (Mortar Set) Redland Technologies P 0402 Withdrawal Sept. 1993 Resistance Testing of Screw vs smooth shank nails Testwell Craig Laboratories & Consultants, Lab #MK4 Physical Properties July 1994 Inc. Tech: G. Suarez ASTM C 1167 Page 3 of 8 Frank Zuloaga Roofing Product Control Examiner 4 SANTAFE TILE CORPORATION SYSTEMS SYSTEM B: Direct Deck Nail -on Application ACCEPTANCE NO.: 97- 0515.05 Deck Type: Wood, Non - insulated Deck Description: New construction 19/32" or greater plywood or wood plank. Slope Range: 4 ":12" to 7 ":12" Note: System B is only acceptable in this slope range. Underlayment: Install underlayment system in compliance with Metro -Dade County Application Standard PA 118. Roofing Tile: Install tile in compliance with Metro -Dade County Application Standard PA 118. (See "Data for Attachment Calculations" included in this Approval.) Comments: 1. For re -roof applications, 15/32" plywood is an acceptable substrate. SYSTEM D: M_ortac or Adhesive Set Application Deck Type: Wood, Non - insulated Deck Description: New construction 19/32" or greater plywood or wood plank. Slope Range: 2 ":12" to 7 ": 12" Note: System D is only acceptable in this slope range. Underlayment: Install underlayment system in compliance with Metro -Dade County Application Standard PA 120. Roofing Tile: Install tile in compliance with Metro -Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) Comments: 1. For re -roof applications, 15/32" plywood is an acceptable substrate. Page 4 of 8 Frank Zuloaga Roofing Product Control Examiner .I" SANTAFE TILE CORPORATION ACCEPTANCE NO.: 97- 0515.05 SYSTEM LIMITATIONS 1. The standard minimum roof pitch for Ladrillera Santafe's " Santafe S" high profile tile shall comply with Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. 2. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide a minimum characteristic resistance load greater than or equal to the required uplift resistance determined in compliance with Metro-Dade County Protocol PA 115 or PA 127. The Ladrillera Santaf6 "Santafe S" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as an'Moment Based System' 4. For mortar and adhesive set tile applications, a field static uplift test by a Metro-Dade County accredited testing agency, in compliance with Metro-Dade County Protocol PA 106, shall be performed. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 6. For mortar or adhesive set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch prior to June 1, 1995 unless stated otherwise by the material manufacturer. Thereafter, 30/90 underlayment systemsshall be installed parallel to the roof pitch in compliance with Appendix'A' of Dade County Protocol PA 120. 7. The applicant shall retain the services of a Metro-Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Page 5 of 8 Frank Zuloaga Roofing Product Control Examiner t SANTAFE TILE CORPORATION ACCEPTANCE NO.: 97- 0515.05 DATA FOR ATTACHMENT CALCULATIONS Table 1: Aerodynamic Multipliers -k (W) Tile Profile X (fe) Nail -On, Direct Deck % (ft') Mortar or Adhesive Set Santafe S Clay Roof Tile 0.34 0.31 . Table 2: Restoring Moments due to Gravity - M (ft -lbf) Tile Profile 2:12 1 3:12 1 4:12 1 5:12 1 6:12 1 7:12 Santafe S 4.9 4.8 1 4.7 1 4.6 1 4.5 1 4.4 Table 3: Attachment Resistance Expressed as a Moment- Mf (ft -lbf) Tile Profile Two Approved Nails One Approved Screw Mortar Set Adhesive Set Santafe S 21.8 18.4 23.6 - 61.9 Page 6 of 8 Frank Zuloaga Roofing Product Control Examiner t SANTAFE TILE CORPORATION ACCEPTANCE NO.: 97- 0515.05 PROFILE DRAWING LADRILLERA SANTAFE "SANTAFE S" CLAY ROOF TILE Page 7 of 8 Frank Zuloaga Roofing Product Control Examiner d SANTAFE TILE CORPORATION ACCEPTANCE NO.: 97- 0515.05 Santa% Tile Corporation Ladrillera Santafd Bogota, Colombia Product Control No.: Approval Date: Expiration Date: 97- 0515.05 January 22, 1998 January 22, 2001 NOTICE OF ACCEPTANCE STANDARD CONDITIONS i. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: , a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, through 8 this last page. END OF THIS APPROV::u Page 8 of 8 ga Roofing Product Control Examiner 19 44 69' "` 20 45 70 21 46 71 22 47 72 23 48 73 24 49 74 25 50 75 ------------------------------------------- SKETCH OF ROOF IN BACK ------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT f)N 1A1 ITY rr)NTRr)I TrcT THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. Please Note: This form is not valid unless Vfte Du Quesne, P.E. Company logo appears in Civ Engineer color (burgundy) 24513 Du uesne & Assoc s, Inc. E.B. License #0005245 Lab Certification #940318.01 7815 S.W. 24th Street • Suite 109 • Miami, Florida 33155 • Telephone (305) 264 -1425 - Fax (305) 264 -1426 7 Du Quesne & .Associates, Inc. uTR 16646 Cmsulti% Engineers Envlro=enud e CA . Stmautsl TwaN La6m%,7 BwWin Invwtin Swim ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO4)ADE BUILDING CODE COMPLIANCE PROTOCOL PA 111 ------------------------------------------- SITE SPECIFIC INFORMATION Owner's Name: ® Permit k 45_75b Job Address: gp �Z'' Roofing Contractor: ®I�. r`1 ®-y ► 4 Type of Tile: $TW , 5 Date Ins tilled: Approximate Roof Height:; 14 feet Roof Pitch: 12- Type of Access to Roof: 'Scaffolds _'Ladder Other` Approximate Square Footage of Roof: 0 ®® ft' Required Testing Force: 35 lbs. Testing, Equipment: Chatillion DFIS 100 Date Tested: -------- -«•` -- -- — -- -- - - - - -- TEST RESULTS P = PASS, F = FALL Test Location :! UPlrft Pull Test (F or F) Test Location Uplift Pull Test (P or F Test Location Uplift Pull Test P or F) 1 26 51 s`�Gp 2 27 52 3 28 53 4 29 54 5 30 55 6 T 31 56 7 32 57 8 33, 58 9 34, 59 10 3 60 11 36 1 12 37 62 13 38, 63 14 39 &4 15 An 65 19 44 69' "` 20 45 70 21 46 71 22 47 72 23 48 73 24 49 74 25 50 75 ------------------------------------------- SKETCH OF ROOF IN BACK ------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT f)N 1A1 ITY rr)NTRr)I TrcT THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. Please Note: This form is not valid unless Vfte Du Quesne, P.E. Company logo appears in Civ Engineer color (burgundy) 24513 Du uesne & Assoc s, Inc. E.B. License #0005245 Lab Certification #940318.01 7815 S.W. 24th Street • Suite 109 • Miami, Florida 33155 • Telephone (305) 264 -1425 - Fax (305) 264 -1426 JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SKETCH OF ROOF SCALE NOTES: le NOTES: JOB I I / K EF 103'57., M TfV P7 i 1 SHEET NO. CALCULATED BY CHECKED BY. � OF �✓ DATE DATE MIAMI•DADE MIAMI -DADE COUNTY, FLORIDA ® METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buldinaeodeonline.com ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 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 mariner, 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 M' County Product Control Division that this product or material fails to meet the requiremen the applicable bu ing code. This product is approved as_desribed herein, and has been designed to comply with the F rida Building --_ me udng the High Velocity Hurricane Zone. - - - -- -- DESCRIPTION: Series 5000 Outswing Aluminum Casement Windo .I. APPROVAL DOCUMENT: Drawing No. W08-08 ' - 00 Alum, Outswing Casement Wdw. (L.M.I.) ", sheets I through 5 of 5 8, prepared by Al- Farooq Corporation, signed and sealed by . ., Baring 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" or the Product Control Seal, 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 and evidence page E -1, as.well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0204.05 Explration Date: April 3, 2013 Approval Date: April 3, 2008 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -08, Sheets 1 through 5 of 5, titled "S -5000 Alum. Outswing Casement Wdw. (L.M.I.) ", dated 01/23/08, prepared by.Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5336, dated 11 /16/07, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by AI- Farooq Corporation, dated 1/15/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated January 15, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated January 15, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL- 5336, issued by Fenestration Testing Laboratory, Inc., dated December 7, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. None. Manuel Perez/11K. Product Control Exakiffier NOA No. 08- 0204.05 Expiration Date: April 3, 2013 Approval Date: April 3, 2008 E -1 E.S. WINDOWS, INC 10653 NE QUAYBRIDGE CT MIAMI, FL 33138 Shutter Product Approval Authorization Form Date: 10/27/2009 Municipality: MIAMI SHORES Building Official: MIAMI SHORES Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: Product Approval No: Series 5000 Outswing Aluminum Casement Window L.M.I 08-0204.05 This letter authorizes STORMWISE Corporation to use the above mentioned product at the following job: Name: LOPEZ, MAIKEL Address: 117 NE 103 ST City, State, Zip: MIAMI SHORES, FL 33138 Sincerely, Sto`tr n Wise Solutions, INC Permitting Department ENIS GASCON 1. This form must accompany the application for the building permits and shall become part of the permit documents. E.S. WINDOW 10653 NE Quaybridge Ct Miami, FL 33138 Shutter Product Approval Authorization Form Date: 10/27/2009 Municipality: MIAMI SHORES Building Official: MIAMI SHORES Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: Product Approval No: Series 3000 Aluminum Outswing French Door w / wo Sidelites- LMl 09-0825.04 This letter authorizes STORMWISE Corporation to use the above mentioned product at the following job: Name: LOPEZ, MAIKEL Address: 117 NE 103 ST City, State, Zip: MIAMI SHORES, FL 33138 Sincerely, Storm Wise Solutions, INC Permitting Department ENIS GASCON 1. This form must accompany the application for the building permits and shall become part of the permit documents: MIAMI-DACE MIAMI -DADE COUNTY, FLORIDA on METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1107 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildingcode E. S. Windows, LLC. 10653 N.E. Quaybridge Court Miami, Fl. 33138 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 Couny 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- is approved as described herein, and has been designed to comply w th—the-Florida.Building ode, including the High Velocity Hurricane Zone. _4a� DESCRIPTION: Series "3000" 810" Outswing Aluminum French Doors w/ wo Sidelites — L. O iJMENT: Drawing No. W04 -51, titled "Series -3000 Alum Outswing French Doors (LMI) ", sheets 1 through 7 of 7, prepared by — arooq o 0/04 and last revised on 08/14/09, prepared by Al— Farooq Corporation, signed and sealed by Arshad Viqar, 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 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. REVISION 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. 07- 0828.09 and consists of this page 1 and evidence pages E -1 and F�-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaseon, P. E. NOA No. 09- 0825.04'` HADE CoutvTV ,CchSVon Expiration Date: September 16, 2014 2� Approval Date: September 16, 2009 1 E. S. Windows, LLC A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 -51, titled "Series -3000 Alum Outswing French Doors (LMI) ", sheets .1 through 7 of 7, prepared by Al- Farooq Corporation, dated 06/10/04 and last revised on 08/14/09, prepared by Al -Farooq Corporation, signed and sealed by Arshad Viqar, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and.installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5164, dated 08/01/07, signed & sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0828.09) 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 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No.'s F°TL -3947 and FTL. -3955, and dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 04-0 71Z 02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 08/14/09, signed and sealed by Arshad Viqar, P. E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami -Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co, Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. Jaime D. Gascoti, P. E. Chief, Product Control Mvision NOA No. 094825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 E -1 , E. S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont De'Nemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 3. TREMCO Part No. TR- 14271E EPDM exterior glazing gasket complying with ASTM C864 Option 11 exceptions, ASTM D412 1600 PSI, D395B 22 HRS 1586F. E. STATEMENTS 1. Statement letter of conformance and no financial interest, dated December 30, t997, signed and sealed by Humayoun Farooq, P.E. 2. Laboratory compliance letter for Test Report No. PTL -5164, issued by Fenestration Testing Laboratory, Inc., dated July 31, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0828.09) 3. Proposal No. 06 -0411 issued by BCCO, dated February 06, 2006 and July 31, 2007, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 07- 0828.09) 4. Laboratory compliance letter for Test Report No.'s FTL -3947 and FTLr -3955, issued by Fenestration Testing Laboratory, Inc., dated March 22, 2004, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 04- 0712.02) G. OTHERS 1. Notice of Acceptance No. 07- 0828.09, issued to E. S. Windows, LLC for their Series "3000 Aluminum 0utswing French Doors w / wo Sidelites ", approved on 10/25/07 and expiring on 09/16/09. E -2 `iib Jaime D. Gase0h, P. E. Chief, Product Control blvision NOA No. 09 -4825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 0 e ' 4 E.-S. WINDOWS, INC 106$3 NE QUAYBRIDGE CT MIAMI, FL 33138 Shutter Product Approval Authorization Form Date: 10/27/09 Municipality: MIAMI SHORES Building Official: MIAMI SHORES Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: Product Approval No: Series 2000 Aluminum Horizontal Sliding Window L.M.I 08- 0527.13 This letter authorizes STORMWISE Corporation to use the above mentioned product at the following job: Name: LOPEZ,- MAIKEL Address: 117 NE 103 ST City, State, Zip: MIAMI SHORES, FL 33138 Sincerely, Sto Wise Solutions, INC Permitting Department Enis Gascon 1. This form. must accompany the application for the building permits and shall become part of the permit documents. NOTICE OF ACCEPTANCE (NOA) www.buldingcodeonfne.com ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 .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 r pprove as escri and has been designed to comply- vAkthe Florida Building ode, including the High Velocity Hurricane hone. DESCRIPTION: Series 2000 Aluminum Horizontal Sliding Window — L. APP5;�iti er:es- OOO Alum. Horiz. Sliding Wdw. (L.M.I.) ", sheets 1 through 8 of 8, dated 08/27/03 with revision D dated 05/12/08, prepared by AI- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 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" or the Product Control Seal, 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 and renews NOA # 07- 0928.13 and 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 Manuel Perez, P.E. "-/r NOA No. 08 -0527.13 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, FBC, TAS 202 -94 2) Uniform Static Air P. ,`sure 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 fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3808, dated 05/14/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 4/7/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for.their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5339, issued by. Fenestration Testing Laboratory, Inc., dated February 7, 2008, signed and sealed by Michael R. Wenzel, P.E. G. OTHER 1. Notice of Acceptance No. 06- 1201.05, issued to ES Windows, Inc., for their Series 1500 Aluminum Fixed Window — L.M.I., approved on 02/01/07 and expiring du 11/06/08. Manuel p E. Product Control iner NOA No. 0 - 417.06 Expiration. Date: Novembi f 6, 2013 Approval Date: Jutt` 5, 2008 E -2 Date Issued to OWNER aiami =fhores=illage F L O a I D A PLUMBING; PERMIT N° 1020 LOT I BLOCK I SUBDIVISION to install the following described plumbing, in accordance with the laws, statutes and regu- lations of Miami Shores Village, Florida and the State of Florida, governing plumbing and drainage work done in Miami Shores Village, Florida. Fora story building r• . I IAIUI Ub Fixtures $ Sewer $ Septic Tank $ Total $ Village Plumbing Inspector. -� Received Payment by - — QUA ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTTED A. DRAWINGS 4I 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -57, titled "Series -1500 Alumitium Fixed Window (L.M.I.Ylgheets 1 thru 7 of 7, prepared by Al- Farooq Corporations, dated 07/31/03 with revision! D dated 03/26/08, signed and sealed by Humayoun Farooq, 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) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 1500 aluminum fixed window, prepared. by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5339, dated 02/11/08, signed and sealed by Michael R. Wenzel, 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 arch, round top & cathedral shapes aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5054, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #06- 0308.05) 3. 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 fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3810, dated 05/16/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) 4. 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 a alum. fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc. Test Repo, *40. FTL -3819, dated 06/09/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) G Product Control *Aan fiber NOA No. d - 17.06 Expiration Date: Novemb* 6, 2013 Approval Date: Ju 5, 2008 E -1 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request., Date -i -1 - I (.r - o-5 Type Insp'n' Permit No. 00 Z 7 Name F) Address �J C Company — Phone # -7 -7 Inspection Date I-1-00 Approved Correction Re-Insp'n Fee ❑ MIAMI- DADE MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.maimidade.pov/buildiniEcode 1e ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction N 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 tr 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 14 reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this duct or material fails to. meet the r is of the applicable building code. T ' uct is approved as described herein, and has been eslgn mply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1500 Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -57, title " ' s -1500 Aluminum Fixed Window " ets 1 thro - arooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by Humayoun Farooq, 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 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 fled and there has been no change in the applicable building code negatively affecting the performs `"ce of this product. TERMINATION of this NOA will occur after the expiration date or if then 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 automatic0lly 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 and renews NOA # 06- 1201.05 and consists of this page I and evidence pages E -I and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0417.06 MAMFOADECOUNTY Expiration Date: November 6, 2013 r Approval Date: June 5, 2008 Page 1 Date Issued to aiami. Aores"'Tillage F L O R I D A PLUMBING PERMIT N° 982 OWNER I LOT I BLOCK I SUBDIVISION to install the following described plumbing, in accordance with the laws, statutes and regu. lations of Miami Shores Village, Florida and the State of Florida, governing plumbing and drainage work done in Miami Shores Village, Florida. For a story building at Fixtures Fixtures $ ry� Sewer $ Septic Tank $ �6' tk Total $ Village Plumbing Inspector Received Payment by E.S. WINDOWS, INC 10653 NE QUAYBRIDGE CT MIAMI, FL 33138 Shutter Product Approval Authorization Form Date: 10/27/2009 Municipality: MIAMI SHORES Buildinp, Official: MIAMI SHORES Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: Series 1500 Aluminum Fixed Window L.M.I Product Approval No: 08- 0417.06 This letter authorizes STORMWISE Corporation to use the above mentioned product at the following job: Name: LOPEZ, MAIKEL Address: 117 NE 103 ST City, State, Zip: MIAMI SHORES, FL 33138 Sincerely, 1::7 Storm ise Solutions, INC Permitting Department Enis Gascon 1. This form must accompany the application for the building permits and shall become part of the permit documents. r 1 MIAMI SHORES VILLAGE, FLA. N'O 7448 JOSS ADDRESS INSPECTION � , �"� • �G t � �.��'0 - - -- TIME READY REMARKS: - -- INSPECTOR DATE ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. 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 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3804, dated 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03- 0910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2008, prepared by Al- Farooq Corporation, dated 05/28/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated May 6, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated May 6, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5475, issued by Fenestration Testing Laboratory, Inc., dated January 21, 2008, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0928.13, issued to ES Windows LLC for their Series 2000 Aluminum Horizontal Sliding Window, approved on 05/08/08 and expiring on 11/06/08. Manuel Per , P.E. Product Control xa it NOA No. 0 - _ 27.13 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 E -2 Oliami Jbores7i11age F L O A I D A PLUMBING PERMIT Issued to N9 982 OWNER LOT BLOCK SUBDIVISION to install the following described plumbing, in accordance with the laws, statutes and regu- lations of Miami Shores Village, Florida and the State of Florida, governing plumbing and drainage work done in Miami Shores Village, Florida. For a Z story building at //,' Fixtures %�, �i; !� 0t Fixtures Sewer $ ' ptic Tank $ Total $ `' Village Plumbing Inspector 'Received Payment by 37 , - - *7 ES Windows LLC NOTICE OF ACCEPTANCE: ` EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -75, Sheets 1 through 8 of 8, titled "Series -2000 Alum. Horiz. Sliding Wdw. (L.M.I.) ", dated 08/27/03 with revision D dated 05/12/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS I . 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 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5475, dated 01/18/08, signed and sealed by Carlos S. Rionda, 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 1 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5338, dated 01 /17/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA #07- 0928.13) 3. 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 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3809, dated 06/16/03, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03- 0910.02) ,_�, _1111 (�,4,09. - Manuel Perez, Product Control Exa ' er NOA No. 08- 0527.13 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 E - I Issued to aiami Jhores:'__i11age F L O A I D A PLUMBING PERMIT ' �.' AIA I E 1020 OWNER LOT BLOCK SUBpDIVISION s k 1 � � f i to install the following described plumbing, in accordance with the laws, statutes and regu- lations of Miami Shores Village, Florida and the State of Florida, governing plumbing and drainage work done in Miami Shores Village, Florida. Fora I story building at Fixtures Fixtures_ Sewer ptic Tank $, Total $ o 0 Village Plumbing Inspector_ 2 Received Payment by MULLION SYSTEM 1S RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MUWONS USING MUWON PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E.- WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMIAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. TS EP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP, USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 5 THRU 7 AND ANCHOR CHARTS STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE 4. 6.000 2000 —�I ALLOY = 6063 —T6 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 10 STRUCTURES FA PE # 16597 CAN. 3538 PRODUCT RE v :._ as 0M0*j*?' with the riuridtt Budftg code pose No SEP B 5 2008 Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT // x SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 10 STRUCTURES FA PE # 16597 CAN. 3538 PRODUCT RE v :._ as 0M0*j*?' with the riuridtt Budftg code pose No SEP B 5 2008 V 0 N 1 p 3 drawing no. M04 -05 sheet 1 of 7 c Z_ c i a O� 0: F W. QIL O W 0: L6 C � OQaa � C�W0on W I m N.W - a ?k J a Am�yy <_ W rl cj Z N 1 W J LO Lj w Z° M .Q H N Z to —� r, N • r�a,v • • DO • • • • • • a •..••• V 0 N 1 p 3 drawing no. M04 -05 sheet 1 of 7 :rr !W l 1 X 3 STD. MULUQN 6063 -T6 125 1. S 4. a. .125 25 1 X 4 STD, MULLION 6063 -T6 I --- 2.000 —�I 1 -3/4' MIN. F13R 3' TUBES 2 -3/4' MIN. ALL OTHERS 0 NOTCH OPTIONAL ANGLE CLIP _ 6063 -T6 CI 2 X 4 STD, MULLION 6063 -T6 125 1 4. NOTCH OPTIONAL MULLION CLIP 6063 -T6 15 n. .r 1 -1/2 X 4 -1/2 CUSTOM MULUON 6063 -T6 0 6.000 2 X 6 STD, MULLION 6063 -T6 NOT( OPTIONr MULLION CLIP 6063 -T6 M 0 OR. HLWAYOUN :FAR0OQ r a STRUCTURES FLA. PE # 16557 WuN. 3538 o a zZOD'JC1' tom=. +: --L) _ eying with ft l brit o Code to No v �� drawing no_ SEfl 25 2008 �' M04 -05 shed 2 of 7 0000•• • •••••• •0000• • . 0000• 0000• 0000•• • • 00.0• • • •••••• • 0 125? 10 011 't' l o mD � IL 0 2 off_ IL Q. m U. n m' >' 8 15 .250 0 Q & 4 C a 0 D< O cv N - O QEli Z_ N HEAVY 2 X 6 MULLION V) ZO uy cm W In 6063 -T6 J J a a N m Zj j�N �n Z Lo _, n M j � N Z Z L in •� .a ..0E- u 0 a . .4 N - • Vl � 47 • • � N F • 41 • • O z � a 0 OR. HLWAYOUN :FAR0OQ r a STRUCTURES FLA. PE # 16557 WuN. 3538 o a zZOD'JC1' tom=. +: --L) _ eying with ft l brit o Code to No v �� drawing no_ SEfl 25 2008 �' M04 -05 shed 2 of 7 0000•• • •••••• •0000• • . 0000• 0000• 0000•• • • 00.0• • • •••••• • 0 K WINDOW WIDTH (W) 19-1/8 26 -1/2' 30' 37' 42' 48" 54' 60" 66" 72' 19 -1/8' 26 -1/2' 30' 37' 42' Q. 54" 60' 66" 72" 19 -1/8" 26 -1/2- 30' 37" 42- 48' 54" 60- 66" 72" 19 -1/8" 26-1/2- ,M. 37' 42' 48' 54' 60- 66' 72° LOAD PSFf AIMS: X 1X31 1 1 X4 2 2X4 4 1 -1/2 21€.6 2 2 X 6 DESIGPF -LOAD CAPACTT' - PSF`(`TUBE�IFIULIdONS) `:_DESIGN I J 1 -1 /2 { WINDOW DIMS.. % = WINDOW DIMS. 1 X3 17 4 2 X 4 4 -1/2 2 X 6 L NIDTH (W) MULL SPAN STD. S.M. STD. CUSTOM STD. HEAVY WIDTH (*).MULL SPA? t9 -1 /S° 74.6 150.0. 150.0 150.0 150.0 1550.0 is-1/r, 26-1/2" 53.8 115.4 150.0 150.0 150.0 150.0 26 -1 /2° 30' 47.5 101.9 148.9 150.0 150.0 150.0 30° 37" 38.5 82.6 120.7 150.0 150.0 150.0 37° l 42' 33.9 72.8 106.4 150.0 150.0 150.0 42' Q. 74 -1/4" 29.7 63.7 93.1 150.0 150.0 150.0 48' 120° 54° 26.4 56.6 82.7 150.0 150.0 150.0 54° 80' 23.8 51.0 74.4 150.0 144.1 150.0 W. 66' 21.6 46.3 67.7 136.7 131.0 150.0 68' 72' - 42.5 62.0 125.3 120.1 150.0 72- 19 -1/8" 51.5 110.4 150.0 150.0 150.0 150.0 19 -1/8' 26 -1/2- 37.2 79.7 116.4 150.0 150.0 150.0 26 -1/2' 30" 32.8 70.4 102.8 150.0 150.0 150.0 30- V. 26.6 57.1 83.4 150.0 150.0 150.0 37' 42- 23.4 50.3 73.5 150.0 150.0 150.0 42° 48' 84' 20.5 44.0 64.3 143.8 140.8 150.0 48° 132' 54' - 39.1 57.1 127.8 125.1 150.0 54" W. - ' 35.2 51.4 115.0 112.6 150.0 W. 66' - 32.0 46.7 104.6 102.4 150.0 68° 72" - 29.3 42.8 95.9 93.8 150.0 72- 19-1/8- 34.5 74.0 108.1 150.0 150.0 150.0 19 -1/8- 26-1/2- 24.9 53.4 78.0 150.0 150.0 150.0 26 -1/2- 30- 22.0 47.2 68.9 150.0 150.0 150.0 30' 37° - 38.2 55.9 125.0 139.8 150.0 37" 42' - 33.7 49.2 110.1 123.2 150.0 42- 48" 96' - 29.5 43.1 96.3 107.8 150.0 48' 144° 54' - 26.2 38.3 85.6 95.8 150.0 54' W. - 23.6 34.4 77.1 86.2 150.0 W. 66" - 21.4 31.3 70.1 78.4 144.0 66" 72" - - 28.7 642 71.8 132.0 11 72° 19-1/8- 24.2 51.9 75.9 150.0 150.0 150.0 26 -1/2' - 37.5 54.8 122.6 150.0 150.0 M. - 33.1 48.4 108.3 134.5 150.0 37° - 26.9 39.2 87.8 109.1 150.0 42" - 23.7 34.6 77.3 96.1 150.0 48' 108" - 20.7 30.2 67.7 84.1 150.0 54° - - 26.9 60.1 74.7 137.3 W. - - 24.2 54.1 67.3 123.8 22.0 49.2 61.2 112.3 72' - - 20.2 45.1 56.1 103.0 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS .r a CAPACITY - i°SF' (TUBE MU>ONSj. X L`X3 1X4 2 %4 4 -1/2', #2X6 2 X 6, STD. STD: 'ST-D. CUSTOM STD. -HEAVY-- - 37.9 55.3 123.8 .150.0 150.0 - 27.3 3919 89.3 111.0 150.0 - 24.1 35.3 78.9 98.1 150.0 - - 28.6 64.0 79.5 146.1 - - 25.2 56.4 70.1 12&7 - - 22.0 49.3 61.3 112.6 - - - 43.8 54.5 100.1 - - - 39.5 49.0 90.1 - - - 35.9 44.6 81.9 - - - 32.9 40.9 75.1 - 28.5 41.6 93.0 115.6 150.0 - 20.5 30.0 67.1 83.4 150.0 - - 26.5 59.3 73.7 135.4 - - 21.5 48.1 59.8 109.8 - - - 42.4 52.6 96.7 - - - 37.1 46.1 84.6 - - - 32.9 40.9 75.2 - - - 29.6 36.8 67.7 - - - 27.0 33.5 61.5 - - - 24.7 30.7 56.4 - 21.9 32.0 71.6 89.0 150.0 - - 23.1 51.7 64.3 118.0 - - 20.4 145.7 56.8 104.3 - - - 37.0 46.0 84.5 - - - 32.6 40.5 74.5 - - - 28.5 35.5 65.2 - - - 25.4 31.5 57.9 - - - 22.8 28.4 52.1 - - - 20.8 25.8 47.4 - - - - 23.7 43.4 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE VERTICAL MULLION Z GLAZING GLAZING O PRODUCT PRODUCT 3 W1 W2 TYPICAL MULLION ARRANGEMENTS WIDTH (W) = w1 + w2 2 M. O STRUCTURES FLA. PE f 16557 CA.N, 3538 SEP 2 5 2008 v tx d. o 10 Zr O t- O �Z J f to V � C M 0 �0 V 0 'A 9p0 O J N W LL 10 4r z to M J0m HOI�ZONTAL MULLION • • GLAZING • PRODUCT \ \\ $ • i • • 3 GLAZING GLAZING PRODUCT PRODUCT MULUON SPAN MODUCT REVISED as yiM with Ara Florida quafts A,coqftm 1,10 La code CU Z a (1) I Z UJ � O � M 7 Z> LL W _ Q m F c-4 10 g Z LO r j Z 4k to a 1.0i �zi•� •i • ' • u') • • •�.••• •• N • • C g Ln • •.••i• l• • • U 4n U •• m °z c v° m v` •� drawing no. M04 -05 sheet 3 of 7 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS .r a CAPACITY - i°SF' (TUBE MU>ONSj. X L`X3 1X4 2 %4 4 -1/2', #2X6 2 X 6, STD. STD: 'ST-D. CUSTOM STD. -HEAVY-- - 37.9 55.3 123.8 .150.0 150.0 - 27.3 3919 89.3 111.0 150.0 - 24.1 35.3 78.9 98.1 150.0 - - 28.6 64.0 79.5 146.1 - - 25.2 56.4 70.1 12&7 - - 22.0 49.3 61.3 112.6 - - - 43.8 54.5 100.1 - - - 39.5 49.0 90.1 - - - 35.9 44.6 81.9 - - - 32.9 40.9 75.1 - 28.5 41.6 93.0 115.6 150.0 - 20.5 30.0 67.1 83.4 150.0 - - 26.5 59.3 73.7 135.4 - - 21.5 48.1 59.8 109.8 - - - 42.4 52.6 96.7 - - - 37.1 46.1 84.6 - - - 32.9 40.9 75.2 - - - 29.6 36.8 67.7 - - - 27.0 33.5 61.5 - - - 24.7 30.7 56.4 - 21.9 32.0 71.6 89.0 150.0 - - 23.1 51.7 64.3 118.0 - - 20.4 145.7 56.8 104.3 - - - 37.0 46.0 84.5 - - - 32.6 40.5 74.5 - - - 28.5 35.5 65.2 - - - 25.4 31.5 57.9 - - - 22.8 28.4 52.1 - - - 20.8 25.8 47.4 - - - - 23.7 43.4 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE VERTICAL MULLION Z GLAZING GLAZING O PRODUCT PRODUCT 3 W1 W2 TYPICAL MULLION ARRANGEMENTS WIDTH (W) = w1 + w2 2 M. O STRUCTURES FLA. PE f 16557 CA.N, 3538 SEP 2 5 2008 v tx d. o 10 Zr O t- O �Z J f to V � C M 0 �0 V 0 'A 9p0 O J N W LL 10 4r z to M J0m HOI�ZONTAL MULLION • • GLAZING • PRODUCT \ \\ $ • i • • 3 GLAZING GLAZING PRODUCT PRODUCT MULUON SPAN MODUCT REVISED as yiM with Ara Florida quafts A,coqftm 1,10 La code CU Z a (1) I Z UJ � O � M 7 Z> LL W _ Q m F c-4 10 g Z LO r j Z 4k to a 1.0i �zi•� •i • ' • u') • • •�.••• •• N • • C g Ln • •.••i• l• • • U 4n U •• m °z c v° m v` •� drawing no. M04 -05 sheet 3 of 7 VERTICAL MULLION Z GLAZING GLAZING O PRODUCT PRODUCT 3 W1 W2 TYPICAL MULLION ARRANGEMENTS WIDTH (W) = w1 + w2 2 M. O STRUCTURES FLA. PE f 16557 CA.N, 3538 SEP 2 5 2008 v tx d. o 10 Zr O t- O �Z J f to V � C M 0 �0 V 0 'A 9p0 O J N W LL 10 4r z to M J0m HOI�ZONTAL MULLION • • GLAZING • PRODUCT \ \\ $ • i • • 3 GLAZING GLAZING PRODUCT PRODUCT MULUON SPAN MODUCT REVISED as yiM with Ara Florida quafts A,coqftm 1,10 La code CU Z a (1) I Z UJ � O � M 7 Z> LL W _ Q m F c-4 10 g Z LO r j Z 4k to a 1.0i �zi•� •i • ' • u') • • •�.••• •• N • • C g Ln • •.••i• l• • • U 4n U •• m °z c v° m v` •� drawing no. M04 -05 sheet 3 of 7 W1 W2 TYPICAL MULLION ARRANGEMENTS WIDTH (W) = w1 + w2 2 M. O STRUCTURES FLA. PE f 16557 CA.N, 3538 SEP 2 5 2008 v tx d. o 10 Zr O t- O �Z J f to V � C M 0 �0 V 0 'A 9p0 O J N W LL 10 4r z to M J0m HOI�ZONTAL MULLION • • GLAZING • PRODUCT \ \\ $ • i • • 3 GLAZING GLAZING PRODUCT PRODUCT MULUON SPAN MODUCT REVISED as yiM with Ara Florida quafts A,coqftm 1,10 La code CU Z a (1) I Z UJ � O � M 7 Z> LL W _ Q m F c-4 10 g Z LO r j Z 4k to a 1.0i �zi•� •i • ' • u') • • •�.••• •• N • • C g Ln • •.••i• l• • • U 4n U •• m °z c v° m v` •� drawing no. M04 -05 sheet 3 of 7 HOI�ZONTAL MULLION • • GLAZING • PRODUCT \ \\ $ • i • • 3 GLAZING GLAZING PRODUCT PRODUCT MULUON SPAN MODUCT REVISED as yiM with Ara Florida quafts A,coqftm 1,10 La code CU Z a (1) I Z UJ � O � M 7 Z> LL W _ Q m F c-4 10 g Z LO r j Z 4k to a 1.0i �zi•� •i • ' • u') • • •�.••• •• N • • C g Ln • •.••i• l• • • U 4n U •• m °z c v° m v` •� drawing no. M04 -05 sheet 3 of 7 v° m v` •� drawing no. M04 -05 sheet 3 of 7 DESIGN LOAD COAaff - PSF r 1 H,fbiO 1` DIMS. ANCHORS TYPFx:, WIDTH MULL SPAN A2 A4 AA2 AA4 B2 B4 26 -1/2° 30" 37' 42' 48° 54' 60' 66' 72' 38 -3/8- IW.0 150.0 150.0 150.0= - 150.0 150:0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150:0 150.0 150.0 150.0 150.0 150.0 150.0 1'35.1 150.0 150.0 150.0 150.0 150.0 118.2 150.0 150.0 150.0 149.8 150.0 105.1 150.0 150.0 150.0 133.1 150.0 94.6 150.0 145.1 150.0 119.8 150.0 86.0 150.0 131.9 150.0 108.9 150.0 F 78.8 150.0 120.9 150.0 99.9 150.0 19-1/8- 26 -1 /2' 30" 37' 42' 48" 54- 60" 66- 72' 50 -5/8" 15010 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 143.4 150.0 150.0 150.0 150.0 150.0 116.2 150.0 150.0 150.0 147.3 150.0 102.4 150.0 150.0 150.0 129.8 150.0 89.6 150.0 137.5 150.0 113.5 150.0 79.6 150.0 122.2 150.0 100.9 150.0 71.7 143.4 110.0 150.0 90.8 1500 65.2 130.3 100.0 150.0 82.6 1 150.0 59.7 119.5 91.7 150.0 75.7 150.0 19 -1/8- 26 -1/2' 30' 37' 42° 48" 54° 60° 66' 72" 60° 150.0 150.0 150.0 150.0 150.0 150.0 136.9 150.0 150.0 150.0 150.0 .150.0 121.0 150.0 150.0 150.0 150.0 150.0 98.1 150.0 150.0 150.0 124.3 150.0 86.4 150.0 132.6 150.0 109.5 150.0 75.6 150.0 118.0 150.0 95.8 150.0 67.2 134.4 103.1 150.0 85.2 150.0 80.5 121.0 92.8 150.0 76.6 150.0 55.0 110.0 84.4 150.0 69.7 139.3 50.4 100.8 77.3 150.0 63.9 127.7 19-1/8- 26-1/2- 30- 37- 42° 48" 54" W. 66' 72' 83° 150.0 150.0 150.0 150.0 1 50.0 150.0 130.4 150.0 150.0 150.0 150.0 150.0 115.2 150.0 150.0 150.0 146.0 150.0 93.4 150.0 143.3 150.0 118.4 150.0 82.3 150.0 126.3 150.0 104.3 150.0 72.0 144.0 110.5 150.0 91.2 150.0 64.0 128.0 98.2 150.0 81.1 150.0 57.6 115.2 88.4 150.0 73.0 146.0 52.4 104.7 80.3 150.0 66.4 132.7 r 48.0 1 96.0 73.7 147.3 60.8 121.7 T t. 1: T' NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS WINDOV DIMS. W1DTH (W) MULL SF 26 -1/2' 30' 37' 42' 48' 120' 54' W. 66' 72' 19 -1/8' 26 -1/2- 30" 37' 42' 48 ' 132' 54' 60' 66' 72' 19 -1/8' 26 -1/2" 30' 37' 42' 48" 144" 54' 60" 66° 72' ANCHOR TYPE A2, A4, 82 OR 84 DESIGN+ LOAD CAFAC= I)lsm LOAD CAPACPPY - PSF WIND0 . DIMS. ANCHORS TYPE;;. WIDTH (W) MULL SPAN A'2 A4 AA2 I AA4 132 B4 19-1/8" 26-1/2- 30" 37' 42' Q. 54' 60" 66' 72' 1 74 -1/4° 150.0 150.0 150.0 150.0 - 150.0. 150.6 110.7 150.0 150.0 150.0 140.2 150.0 97.7 150.0 150.0 150.0 123.9 150.0 79.3 150.0 121.6 150.0 100.4 150.0 69.8 139.6 107.1 150.0 88.5 150.0 61.1 122.2 93.7 150.0 77.4 150.0 54.3 108.6 83.3 150.0 68.8 137.6 48.9 97.7 75.0 150.0 61.9 123.9 44.4 88.9 68.2 136.3 56.3 112.6 40.7 81.5 62.5 125.0 51.6 103.2 19-1/8- 26-1/2- 30' 37" 42' 48' 54' 60' 66" 72' Be 135.5 150.0 150.0 150.0 150.0 150.0 97.8 150.0 150.0 150.0 123.9 150.0 86.4 150.0 132.6 150.0 109.5 150.0 70.1 140.1 107.5 150.0 88.8 150.0 61.7 123.4 94.7 150.0 78.2 150.0 54.0 108.0 82.9 150.0 68.4 136.9 48.0 96.0 73.7 147.3 60.8 121.7 43.2' 86.4 66.3 132.6 54.7 109.5 39.3 78.5 60.3 120.5 49.8 99.5 36.0 72.0 55.2 110.5 45.6 • 91.2 19 -1/8- 26 -1/2' 30' N. 42- Q. 54' 60" 66' 72° 96° 118.6 150.0 150.0 150.0 150.0 150.0 85.6 150.0 131.3 150.0 108.5 150.0 75.6 150.0 116.0 150.0 95.8 150.0 61.3 122.6 94.1 150.0 77.7 150.0 54.0 108.0 82.9 150.0 68.4 • 136.9 47.3 94.5 72.5 145.0 59.9 119.8 42.0 84.0 64.4 128.9 53.2 106.4 37.8 75.6 58.0 116.0 47.9 95.8 34.4 68.7 52.7 105.5 415 87.1 31.5 63.0 48.3 96.7 39.9 79.8 19-1/8- 26-1/2- 30' 37" 42' Q. 54' 60' 66' 72' 108' 105.4 150.0 150.0 150.0 133.6 150.0 76.1 150.0 116.7 150.0 96.4 150.0 67.2 134.4 103.1 150.0 85.2 150.0 54.5 109.0 83.6 150.0 69.0 138.1 48.0 96.0 73.7 147.3 80.8 121.7 42.0 84.0 64.4 128.9 53.2 106.4 37.3 74.7 57.3 114.6 47.3 94.6 33.6 67.2 51.6 103.1 42.6 85.2 30.5 61.1 46.9 93.7 38.7 77.4 28.0 56.0 43.0 85.9 35.5 71.0 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS WINDOV DIMS. W1DTH (W) MULL SF 26 -1/2' 30' 37' 42' 48' 120' 54' W. 66' 72' 19 -1/8' 26 -1/2- 30" 37' 42' 48 ' 132' 54' 60' 66' 72' 19 -1/8' 26 -1/2" 30' 37' 42' 48" 144" 54' 60" 66° 72' ANCHOR TYPE A2, A4, 82 OR 84 DESIGN+ LOAD CAFAC= ANCHORS TYPE s; A2 A4 AA2 AA4 B2 B4 ', n 94.4.: 150.0 145.6 150.0 =' t20.2 150,0; 6845 136.9 1'05.1 150.0 86.8 150.0. 60.5 121.0 92.8 150.0 76.6 150.01 49.0 98.1 75.2 150.0 62.1 124.3 43.2 86.4 66.3 132.6 54.7 109.5. 37.8 75.6 58.0 116.0 47.9 95.8. 316 67.2 51.6 103.1 42.6 85.2 30.2 60.5 46.4 92.8 38.3 76.6 27.5 55.0 422 84.4 34.8 69.7 25.2 50.4 38.7 77.3 31.9 53.9 86.2 150.0 132.3 150.0 109.3 150.0 62.2 124.5 95.5 150.0 78.9 150.0 55.0 110.0 84.4 150.0 69.7 139.3 44.6 89.2 68.4 136.8 56.5 113.0 39.3 78.5 60.3 120.5 49.8 99.5 34.4 68.7 52.7 1 105.5 43.5 1 87.1 30.5 61.1 46.9 93.7 38.7 77.4 27.5 55.0 42.2 84.4 34.8 69.7 25.0 50.0 38.3 76.7 31.7 63.3 22.9 45.8 35.2 70.3 29.0 58.1 79.1 150.0 121.3 150.0 100.2 150.0 57.1 114.1 87.5 150.0 72.3 144.6 50.4 100.8 77.3 150.0 63.9 127.7 40.9 81.7 62.7 125.4 51.8 103.6 36.0 72.0 552 110.5 45.6 91.2 31.5 63.0 48.3 96.7 39.9 79.8 28.0 56.0 43.0 65.9 35.5 71.0 252 50.4 38.7 77.3 31.9 63.9 22.9 45.8 35.2 70.3 29.0 58.1 21.0 42.0 32.2 64.4 26.6 53.2 ANCHORS TYPE HORIZONTAL MUWON A4, ARCHES TO BE INSCRIBED 82 OR B4 INSIDE RECTANGULAR SHAPE VERTICAL. MUWON Z 0 GLAZING GLAZING � ch PRODUCT PRODUCT 2 ANCHOR A2, A4, 82 OR 134 W1 TYPICAL MULLION ARRANGEMENTS WIDTH (W) = W1 + W2 2 STRUCTURES P.A. PE f 16557 Cs-N. 3538 PRODUCT REVISED As 11 coolplying wAh dw Florida Code ACS No Bq*adm Date SEP 2 5 2008 Evil m s Z r. Oo H W m ._ IL aIL N2 O: IL �. va' m Cf 0 QQ4 q8t Q Wm� 4 Q W U. t0 11. z vi ' ° J0m QZ Z N I Z W O J Z w W .a m = cV in ~ N n to Z ��J U 13E Z w � . .� • _a Lf) ,:• � N $ 8 g • N N • 3 W •• z °OI°3 s- 0 I[' r o o 0 a V 0 V O drawing no. M04 -05 • • • Goes* sees** • • • ••e••• • • •••eG• N 20 a 1/4° HILTI KWIK ( Nit y, 1/4' HILTI KWAK COl$ II -3/4 MIN. 1 -1/4' MINI EMBED INTO MASONRY i 1 -1/4' MIN. EMBED' INTO MASONRY 2 PER OUP (1 ON EACH. WING) 1 PER ANGLE EDGE DIST. A �------ - - - -- 18Y I I WOOD BUCK I I I I I I I I 1 I 1° MIN. 1/4° HILTI KWIK CON A 1 -3/8' MIN. WOOD PENETRATION 7 aFR CUP (1 ON EACH WING) I I I I I I WOOD BUCK I I OR D STRUCTURE I I 1 I 1 I I I 1 -314' MIN. EDGE DIST.- Q• t° • MI�1. @ @ @ @ @ @ @----- - - - - -- I I I I I I I I ALTERNATE ANCHOR LOCATION - MULLION CLIP FLOATING CLIP I I II 2 X 2 X 1 II II ALUM ANGLE #14 SMS U U 2 PER ANGLE i I 1 -3/4' O.C. MIN. I I 1/4' HILTI KWIK CON II 1 -3/8' MIN. WOOD PENETRATION 1 PER ANGLE 0 1NG CUP I I I I 12 X 2 X 1/0' U U ALUM ANGLE #14 SMS I I 1 -3/4P ANGLE O.C. MIN. I I •- = - 3 � 1/,*' HL-n KWIK CONi,11 1/4' Y01-71 KYAK CON I 1-1/4' MIN.. EMBED INTO MASONRY t--1/4!' MIN - EMBED INTO MASONRY! d MIN'S.; 4 PER CLIP (2 ON EACH WANG) 2 PER ANGLE E EDGE D _ F S T . 3' s z b - MIN. 0 �, a 1 ° W Cl cj ° MIN. ° °�� ° � �° Q v ° ° I q 1BY I I 1 I WOOD BUCK I I 1/4' HILTI KWIK CON II 1 -3/8' MIN. WOOD PENETRATION DER CUP (2 ON EACH WING) ALL CUPS TO FIT SNUG INTO TUBE MU -LU TAPCONS MAY BE HEX OR FLAT HEAD. � 1 N I I I I I I + r- 2BY WOOD BUCK I I L OR FLOATING CUP WOOD STRUCTURE I I I I I I #14 SMS I I 1-3/4- O.C. ANGLE FOR 3' TUBE 2 -3/4' O.C. MIN. FOR ALL OTHER TUBES ANCHORS TYPE 'A4' STRUCTURES FLA, PE # 18557 CAN. 353& SEP 2 5 2008 J rn M 16 II II', 0 V R 1 11 II' a�>m. FLOATING CUP II II 2 X 2 X 1/8' 0 a< p d ]I II ALUM ANGLE Li 0 ai W M j 11 II 1 ANGLE iJ Z r n N j3 Go • n I I I II II 2 PER 1 -3/4' O.C. MIN. I I V. Z Z • • I• A p 11 11 u U FOR 3 TUBE 2 -3/4' O.C. MIN. Ip N I FOR ALL OTHER TUBES ei U I • • •• 00 Z a • 1/4' HILT] KWIK CON II Z I I W • 1 -3/8° MIN. WOOD PENETRATION 2 PER O J � 1 N I I I I I I + r- 2BY WOOD BUCK I I L OR FLOATING CUP WOOD STRUCTURE I I I I I I #14 SMS I I 1-3/4- O.C. ANGLE FOR 3' TUBE 2 -3/4' O.C. MIN. FOR ALL OTHER TUBES ANCHORS TYPE 'A4' STRUCTURES FLA, PE # 18557 CAN. 353& SEP 2 5 2008 PRODUCT REVISED as complyimmg with the FFland && Budding Co& AccgMmceNo a9 - za •1 O drawing no. M04 -05 sheet 5 of 7 • • • • • • • i J rn M W m Z> �Q 1 0 m C4 in ~ ~ N M j 11 II Z r n N j3 Go • n I I I II II I I L 2 x 2 X 1/8 •. Z • • I• A p 11 11 u U ALUM ANGLE .. N I I I I • • •• • 606 • • • • • g S • • � °- N N • • • a • Del PRODUCT REVISED as complyimmg with the FFland && Budding Co& AccgMmceNo a9 - za •1 O drawing no. M04 -05 sheet 5 of 7 • • • • • • • i Im 1/4 HILTI KWUC CON U -1/2° MIN. r 1 -3/4" MIN. EMBED INTO MASONRY EDGE DiST 2 PE PER (1 ON EACH WING) a °e. •. v °°• MIN. •. . 6 D u B I I ,---- - - -_ -_ MASONRY OR CONCRETE I I I ! I I 1 I I t 1 I I I I I , a v v• v Q M ' s Q 2 -1/2" MIN. EDGE EID ST MASONRY OR 2 1/2" MIN. CONCRETE EDGE DIST. I. °. o I I I I I I I I V I ALTERNATE ANCHOR LOCATION —MULLION CUP I 1 I 1 I I I 1 1 1 I I I I I 1/4" HILA KWIK CON II 1 -3%4" MIN. EMBED INTO MASONRY 1 PER ANGLE ° 'O 1 v .• � °v Q'I NG CUP #14 SMS 2 PER ANGLE 1 -3/4" O.C. MIN. FOR 3" TUBE 2 -3/4" O.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE 1 I I I I I I 1 I 1 I I I I i I n ri II II II II 3° N. ° °. . 1 /4" HILTI KWIK CON II — 1 -3/4" MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) II II L2 X 2 X 1 /8" 11 11 U U ALUM ANGLE I 1 I i I 1 I i I I I 1 I I I I e � MASONRY I OR --- - - - - -- 1 CONCRETE I! I1 2 X 2 X 1/8" - -- __ u G FLOATING CUP I I i I I I I I 1 I ALUM ANGLE 4714 I I I I U U OdaQ 2 P�1 ANGLE I I O. `� m I I I I 1 -3/4" O.C. MIN. I I m a FOR 3" TUBE 2 -3/4" O.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE LL to 6.1 tS_ Q w g F Z N ANCHORS TYPE 'AA4' 'j/4" HILTI KWIK CAN 11 1 1 /4 -. HILTI KWIK Coki II w 2" 1 1 -314" MINQ EMBED INTO MASONRY 1 1 -3/4.° MIN. EMBED INTO MASONRY J 4 PER CUP (2 ON EACH WING) 2 PER ANNE g g G DIST. 3 MIN. -. 0 0 ~ z Z L FQ zo in fa G F= N G J IL I t 1;1 Z • y I I I Lo • � 1 1 � br cv � I- MASONRY I OR --- - - - - -- 1 CONCRETE I! I1 2 X 2 X 1/8" - -- __ u G FLOATING CUP I I i I I I I I 1 I ALUM ANGLE 4714 I I I I U U OdaQ 2 P�1 ANGLE I I O. `� m I I I I 1 -3/4" O.C. MIN. I I m a FOR 3" TUBE 2 -3/4" O.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE LL to 6.1 tS_ Q w g F Z N ANCHORS TYPE 'AA4' Z cn w J W m Z L FQ in F= N in C4 Z • Lo • br cv � I- ALL CUPS TO RT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED ANCHORS TYPE 'W' WATER — METHAC�RYIAA E COATINGS, SUCH As BITUMINOUS PAINT OR STRUCTURES FLA. PE # 99557 CAN. 3538 SEP 2 5 2008 PR'ODUI='i REVISED as comyslyCOde� the Fknids madft m Nn� L �e••e/ 1 • r • 1 • U O • • • m w O 1 d o a a drawing no. M04 --05 sheet 6 of 7 0000•• • 0000•• 0000•• 0000• 00.00 0000• • • • • 000.00 •0060• • • METAL STRUCTURES (STEEL OR ALUM- 1/8- MIN THtf tj STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 -T5 MIN, #14 SMS OW -1/4- TEKS 2 PER CUP - (1 ON EACH 1WING) 14 SMS OR 1 /4 -TEKS T.-PER ANGLE 11 !I 9 t I I =1 i t 9 I I ---- - - - - -- FLOATING CUP I I I t 2 X 2 X 1/8' N I I I I U U ALUM ANGLE I I I I 1 I I I i #14 SMS I I I I 2 PER ANGLE I I �( A 1 -314. O.C. MIN. I a ANCHORS TYPE 'B2' # 14 S.M.S. TUBE MULLION 2/ CHANNEL. - - - - - -- -- - - - - -- ------- -- - - - - -- #10 F.H. S.M.S. a 2/ SIDE 1/8' THICK ALUM CHANNEL t I LENGTH TO FIT SNUG TUBES MAY BE NOTCHED INTO MULLION I I IF TUBE MULLION L-L AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY #14 SMS 2 PER CUP ACCESS HOLE 1 -1/2- O.C. MIN. I � ---I, — — -- — I I I I 1 1 THIS SCREW CAN BE I I 21PER CUP SM INSTALLED IN EITHER I DIRECTION I 1' O.C. MIN. I I I 1 I 1 -3/4- X 2- X 1/8' (FOR 2BY TUBE) 3/4- X 2- X 1/8- FOR (1 BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHOR DETAIL i1 METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'B4' TO VERIFY CAPACITY OF CONNECTION SEE SHEET 4 OF 7 FOR ANCHOR CHARTS STRUCTURES y OR ALUM: 1 /r_MIN. THICK) g, Fy- - 36 KSI MIN. UM 6063 -T5 MIN. ; d 4 I I I I 1 I I 1 1 / - - -- -- — — - -- '�— ; L. #14 SMS O! 1/4- TEKS ' T . A nc 11M 4 c r4 14 SMS OR 1/4g p TEKS '- d :1 PER ANGLE c Z n ANCHORS TYPE 'B4' DR. HUSIAYOUN FAROOQ •� o M..UCTURES o m cARE+ #35r 2 PRODUCT MVISED ' 3. = wm*ft with do Fk+�id9 a � ° a ji m No �� a 1+ drawing no. tr 2 5 2008 Br Ppm � M04 -05 ede pm au Di ' on sheet 7 of 7 • • • • • • n 0 �a u m a "� _ p N.._ II II, CC o' 1 II II O n ti V - FLOATING CUP I I 11 U U _2 X 2 X 1/8- ALUM ANGLE Q d a> m g aaa a #14 SMS I I 43 2 PER ANGLE 1 -3 y FOR 3C TUBE 2 -3/4 O.C. MIN. FOR ALL OTHER TUBES a LL 2 M 3 SCREWS PER ANGLE Q Z N VI Z I 04 W in _j Z> uj m —a f— �H N Z :5 ^'3 • • • 1° Q • SOP N m • • • • • • •• • v+ see 0 . � N !• O N c 44Q N � • V. Z m Z DR. HUSIAYOUN FAROOQ •� o M..UCTURES o m cARE+ #35r 2 PRODUCT MVISED ' 3. = wm*ft with do Fk+�id9 a � ° a ji m No �� a 1+ drawing no. tr 2 5 2008 Br Ppm � M04 -05 ede pm au Di ' on sheet 7 of 7 • • • • • • n } WINDOW WINDOW WIDTH WIDTH t I� I f S 1 d 3+ I I 3 LL J WINDOW WIDTH WINDOW WIDTH m I I � IA\ / 1— —I f WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH f / 3 3 - LL J WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH z � � 3 LOWABL E LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BI RIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE , TOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES O SERIES -1500 ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI -DADS COUNT( APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. Ut:AiN LUAU KAIING hOK THESE WINDOWS TO BE AS PER CHARTS ON SHEETS 2 -& T THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL. BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL.. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG_ CODE SECTION 2003.8.4. B" MAX. FROM ENDS WaaW �OO Z ®c T2" MAX. FALSE MUNIINS goof h 1EAD /SILL v (SURFACE APPUED) :. Z h •••••• MAY BE USED � o >• N Z Engr. DR. HHUUMAYOUN FAROOQ m _... . ^ do STRUMES FLA. AE #' t6557 �smenrxbyitt.4 Iviiba the Fbrma N Jd 0 V W U _ DAN. 35313 L Q o Doe 0 00 0 • O� v a A. va v m m Q" g drawing no. AHH 04 2008 W03 -57 it 0 0 J Wtll -o Zvi 4 ^� --j h N 1 to z W Q}Q v m cn D iOl ? _ LJ {/j ¢ cfl � r- O G .9• • �.J m ;2� LL' o ION 1• _ r� LLJ f•,,j� Tim WaaW �OO Z • ®c THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. goof a m v o SHUTTERS ARE NOT REQUIRED. •••••• • � o Engr. DR. HHUUMAYOUN FAROOQ STRUMES FLA. AE #' t6557 �smenrxbyitt.4 Iviiba the Fbrma n • DAN. 35313 sakamr, cade o Doe 0 00 0 • a A. sa ter, te v m drawing no. AHH 04 2008 W03 -57 • goof •••••• • • • •••• • •• Doe 0 00 0 • 1•• 1/8" ANN. GLASS ^.090 INTERLAYER 'DUPONT BUTACITE PVB' -1/8' ANN. GLASS 3/16 ANN. GLASS 3/16' ANN, GLASS .090' INTERLAYER .090' INTERLAYER 'DUPONT SENTRYGLAS PLUS' DUPONT BUTACTTE PVB' 3/16' ANN. GLASS 3/16' ANN. GLASS SILICONE { SILICONE DOW CORNING 795 I� { DOW CORNING 795 ADHESIVE z �� it ADHESIVE jl FOAM TAPE FOAM TAPE Ij I 1 m z m w w 5 5 GLASS TYPE 'B' CT.ARR TYPP.. 'R 1 ' DESIGN LOAD CAPACITY - PSF SILICONE <. ANCHOR TYPES 6' & 'C' DOW CORNING 795 m to _ ADHESIVE ' FOAM TAPE GLASS TYPES 'B' & 'Bi' GLASS TTrE 'C', 'Cl' & tC2' m HEIGHT EXT.( +) 1NT:( -) 0 1NT ( -) EXT.( +) 5 EXT.(+) 1NT:( -) EXT.(+) GLASS TYPE 'A' q 3/16 ANN. GLASS 3/16' ANN, GLASS .090' INTERLAYER .090' INTERLAYER 'DUPONT SENTRYGLAS PLUS' DUPONT BUTACTTE PVB' 3/16' ANN. GLASS 3/16' ANN. GLASS SILICONE { SILICONE DOW CORNING 795 I� { DOW CORNING 795 ADHESIVE z �� it ADHESIVE jl FOAM TAPE FOAM TAPE Ij I 1 m z m w w 5 5 GLASS TYPE 'B' CT.ARR TYPP.. 'R 1 ' DESIGN LOAD CAPACITY - PSF WINDOW DIMS: ' <. ANCHOR TYPES 6' & 'C' ANCHOR TYPES"B' k 'C' GLASS TYPE 'A' GLASS TYPES 'B' & 'Bi'._ GLASS TYPES 'C', 'Cl' k"C2, GLASS TYPE 'A' GLASS TYPES 'B' & 'Bi' GLASS TTrE 'C', 'Cl' & tC2' WIDTH HEIGHT EXT.( +) 1NT:( -) EXT.( +) 1NT ( -) EXT.( +) 1NT.( -) EXT.(+) 1NT:( -) EXT.(+) 1w.( -) EXT.( +) TNT.( -) 19 -1 /8' � 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 26 -1/2' U 70.0 70.0 70.0 90.0 70.0 80.0 70.0. 70.0 70.0 90.0 70.0 MO 37' 26' 66.5 66.5 66.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 48- a 66.5 66.5 66.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 $0.0 53 -1/8- WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 68.5 66.5 66.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 19-1/8- d 1 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 26 -1/2- 37' 48' 53 -1/8- 38 -3/8' 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 46.7 46.7 46.7 46.7 46.7 46.7 68.1 68.1 70.0 90.0 70.0 80.0 45.0 45.0 45.0 45.0 45.0 45.0 65.7 65.7 70.0 90.0 70.0 80.0 45.0 45.0 45.0 45.0 45.0 45.0 65.7 65.7 70.0 90.0 70.0 80.0 19 -1/8- 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 26 -1/2' 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 37' 50 -5/8' 46.7 46.7 46.7 46.7 46.7 46.7 6&1 68.1 70.0 90.0 70.0 80.0 48' 53 -1/8- - - 38.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 - - 34.1 34.1 34.1 34.1 - - 66.4 85.3 66.4 75.9 19-1/8- 16 -1/2' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0- 90.0 70.0 80.0 37' 58' 46.7 46.7 46.7 46.7 46.7 46.7 6& 1 6& 1 70.0 90.0 70.0 80.0 53-1/8- 36.0 36.0 36.0 36.0. - - - 70.0 90.0 70.0 80.0 - - - - 32.5 32.5 - _ - - 63.2 72.3 19-1/8, 70.0 70.0 70.0 90.0 70.0 80.0- 70.0 _ 70.0 70.0 90.0 70.0 .80.0 26-1/2- 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 37- 63' - - 46.7 46.7 46.7 46.7 - - 70.0 90.0 70.0 80.0 '►8' - - - - 38.0 38.0 - - - - 70.0 80.0 53 -1 /e' - - - - 32.5 32.5 - - - - 63.2 72.3 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 26-1/2- 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0. 90.0 70.0 80.0 37' 74-1/4- - - 46.7 46.7 46.7 46.7 - - 70.0 .90.0 70.0 80.0 38.0 36.0 - - - - 70.0 80.0 53-1/8- - - - - 32.5 32.5 - - - - 63.2 72.3 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300- 02/04 (3 SEC. GUSTS). F I J/1e HtAI 5-WEN-0. GLASS 3/16- HEAT STREN'D. GLASS 5/32- HEAT STREN'D. GLASS _.090- INTERLAYER .090' INTERLAYER .090- INTERLAYER 'DUPONT SENTRYGLAS PLUS' 'DUPONT BUTACITE PVB' 'DUPONT' BUTACTTE PVB' 3/16' HEAT STREN'D. GLASS , x-3/16' HEAT STREN'D. GLASS ` 1/4- HEAT STREN'D. GLASS J SILICONE DOW SIMONE CORNING .795 F , t ^DOW CORNING 795 I ii '-DOW CORNING 795 m m m rn FOAM TAPE ADHESIVE g CN ADHESIVE FOAM TAPE ` j� FOAM TAPE 1. z O �g n L � a O 16 O� O K4ca a 'i x O Zto m --1 N L0 z d. 3 8 1 W z NQ�^° 0' (N vmi O� 3;eLL. I• •••• ' wi Q • • • • • • z • • • mi S � GLASS TYPE V GLASS TYPE 'Cl' GLASS TYPE 'cai fie• U 1. z O �g n L � a O 16 O� O K4ca a 'i x O Zto m --1 N L0 z d. 3 8 1 W z NQ�^° 0' (N vmi O� 3;eLL. I• •••• ' wi Q • drawing no. W03 -57 sheet 2 of 7 • • • • • • z • • • • S � • fie• U 1•• • • a ...... U g f/1 C9 m o a a 0 W QlQ • ^,O WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED m cam - ° VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. DR. HUMAYOUN FARO00 PmUCT LBP�'4/ sEn en 0 d 1 9 STRUCTURES as em ying with $� FLA. RI: 111 16557 N 22 C:A.N. 35=8 i'B 1^�zz&• o r No zz �� m q drawing no. W03 -57 sheet 2 of 7 • • • • • fie• •••••• 1•• • • ...... wr DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF _. ..•. ••••�• • • •••• • •. • • • • • :064 • • 0: 0000 0000• • ••i••• •••i 0000•• • • • • 0000 0000•• • • • • • • • • • • • • i t - WINDOW WIDTH 18' 24" 30' 38' 42' 48° 54° 60" is, 24" 30' 38' 42Ai 48' " 54 JT �. DI(S. HEIGHT 36' , .41.1 GLASS EXT.( +) 70:0 70.0 57.6 48.0 48.0 48.0 48.0 48.0 70,0 70.0 57.6 48.0 - - - ANCHOR TYPE 'A' 1NT.( -) 70.0 70.0 57.6 48.0 48.0 48.0 48.0 48.0 70.0 70.0 57.8 4s.0 41.1 - - - TYPES 'A' & 'C' ANCHOR TYPES 'H' & 'C' . ;,; WINDOW DIMS: .. WIDTH HEIGHT 18' 24" 108" 30" 3g" ANCHOR TYPES 'A` & `C' GLASS TYPE GLASS TYPES GLASS TYPES ,A' 'B, & 'B1'r; .. 'C', 'Cl' Bu:rC2' EXT.j +) 1NT( -) EXT.( +) 1NT.( -) EXT.( +) 1N7( -) 70.0 70.0 70.0 90.0 70,0 80.0 - - 70.0 72.0 70.0 72.0 - - - - 57.6 57,6 48.0 48.0 ANCHOR TYPES :'B' & 'C' GLASS TYPE GLASS TYPES GLASS TYPES .A' s .,. 'g' & It' 'C`. 'Cl' 8c 'C2' EXr.( +) 1NT.( -) EXT.( +) MT.(-) EXt.( +) 1NT.( -) 70.0 70.0 70.0 90.0 70.0 80.0 - -_ 70.0 90.0 70.0 80.0 - - - - 70,0 80.0 - - - - 70.0 80.0 GLASS _'ff.. EXT.( +) 70A TYPES( & 'Bl' 1NT.( -} 90.0 GiASR TYPES C`Y 'C2' dr 'C2' ( -) T0:0 80.0 )GLASS EXT.(+) 70.0 TYPE A 1NT.( -) 7Q.0 G)A55 '$ EXT.(+) 70.0 TYPES & 'Bl 1NT.( -) 90.0 GLASS C "' 'C1' tact.{ +) 70.0 TYPES & C2 , 1NT.( -) 80.0 m. Z w m �' d N m Lm Qw� g iii. Lj 0 'a N v u 0 Q w G IL Q Q t] '� di O A Q m ? 0 o � Q a. Se v 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.6 57.fi 57.6 57.6 7Q.0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 48 0 48.0 70.0 70,0 70.0 90.0 70.0 80.0 48.0 48.0 48 0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 18" 56.2 56.2 70.0 90.0 70.0 80.0 56.2 56.2 70.0 90.0 70.0 80.0 4B.0 48.0 48,0 _48- 48.0 74.0 70.0 70.0 90A 70.0 80.0 24' - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 48.0 48.0 8.0 48.0 70.0 70.0 70.0 1 90.0 70.0 80.0 120, M. - - - - 57.8 57.8 - - - - 70.0 80.0 - - 36' - - - - 48.0 4a a - - 70.0 80.0 �� L NOTE WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Engr. DR. D �Fi kMQ f°I6 DUC REVISED PIg G P@8a�t tTA 16557 e� wsilad CAA 16 Cog aN •�% nudge �_��, 48.0 48.0 48.0 70.0 48.0 80.0 67.3 70.0 67.3 70.0 70.0 70.0 90.0 90.0 70.0 70.0 80.0 80.0 0,0 72,0 70.0 70.0 70.0 90.0 70.0 80.0 %48.0 7.6 57,6 70.0 70.0 70.0 90.0 70.0 80.0 8.0 48.0 70.0 70.0 70.0 90.0 70,0 80.0 41.1 41.a a 60.0 70.0 90.0 70.0 80.0 6.0 36.0 - - 70.0 90.0 70.0 80.0 `� $ o X La � a g W c I n _ �n nQi .. } 03 W N > CO co 1n 3 C M m p g (a 10 000 = r4i - + i3 S �� ,"% • 36.0 36.0 36.0 38.0 - - 70:0 90.0 70.0 80.0 38.0 38.0 38.0 38.8 - - 70.0 90.0 70,0 1 80.0 18" 24" 30' 36° 42 48" 60. 60" 70.0 70.0 57.6 49.0 - - 70.0 70.0 57.6 48.0 - - 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70,0 710 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 67.3 67.3 70.0 90.0 70.0 80.0 41.1 41.1 41.1 41.1 - - 70.0 90.0 70.0 80.0 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 32.0 32.0 - - - 62.2 71.1 28.8 28.8 - - - - 56.0 64.0 18' 24* 30 36" 42" 72' 48 54" 70.0 57.6 - - - - 7o.a 70.0 57.8 - - - - 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70A 72.0 70.4 72.0 70.0 70.0 70A 90.0 70.0 8,0.0 57.8 57,6 57.8 57.8 64,2 64.2 70.0 90.0 70.0 80.0 48.0 48,0 48.0 48.0 - - 70.0 90.0 70.0 80.0 - - 41.1 41.1 - - - - 70.0 80.0 - 36.0 36.0 - - - - 70.0 80.0 _- - - 32.0 32.0 - - - - 62.2 71.1 • • • 0 �• m tL Q • • •i v � S (A(A 3'Ul n � � w o 28.8 28.8 - - - - 56.0 64.0 18 24 � 84' 36' 42' 70.0 70.0 - - - 70.4 7a.0 - - - 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 72.0 70.0 72.0 70.0 7nA 70.0 Sao 70.0 �.0 57,8 57.6 57.6 57.8 - - 70.0 90.0 70.0 80.0 - - 48.0 49.0 - - 70.0 80.0 - - 41.1 41.1 - - - - 70.4 80.0 - - 36.0 36.0 - - - - 70.0 80.0 18' 24' 42" " 70.4 70.0 - - - 70.0 70.0 - - - 70.0 90.0 70,0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.6 57.6 57.6 57.6 - - 70.0 90.0 70.0 80.0 0 > moon 48.0 48.0 - - - - 700 800 - - 41.1 41.1 - - - - 70.0 80.0 - - 36,0 36.0 - - - - 70.0 80.0 'O ° e N \ o TL o J a a 18" 24' 30" 96' 36" 70.0 - - - 70.0 - - - 70.0 9o.o 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 7Q.0 72.0 70.Q 72.0 - - 70.0 90.0 70.0 80.0 57.6 57.6 57.6 57.6 - - 70.0 90.0 70.0 80.0 - - 48.0 48.0 - - - - 70.0 80.0 41.1 41.1 - - - - 70.0 80.0 NOTE: GLASS CAPACITIES BASED ON ASTM ON E1300 THIS SHEET ARE -02/04 (3 SEC. GUSTS), drawing no. W03-57 sheet 3 of 7 WOOD BUSKS AND METAL':. STRUCTURE ;NOT BY E.S. WINDOWS, { NG MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM SEE ELEV FOR SPACING to WOOD BUCK �MSrRyC7uRE 1 AND TRANSFER THE BUILD TRUCTURE p,,; TYPICAL ANCHORS J Z ~ 3 . I MIAMI -DADE COUNTY APPROVED _ SEE ELM. FOR SPACING MULLION &: MULLION ANCHORS TCAL ANCHORS: SEE ELEV. FOR SPACING in SEE SEPARATE NOA TYPE 'A' X116 "` TAPCONS JR a LQ a INTO 2BY WOOD BUCKS OR STRUCTURE v 1 -3/8" MIN. PENETRATION OOD THRU 18Y BUCKS INTO CO MASONRY 0 v A �- -- 1 -1/4" MIN. EMBED INTO OR MASONRY v G DIRECTLY INTO CONC. OR Y of OPTIONAL V - -- `" 1 -1 /» " MIN. EMBED INTO OR MASONRY O L m 1 A 6 I. X116 TEKS OR SELF DRILLING REWS (GRADE 5 CRSI OPTIONAL OPTIONAL 1 TYPIGA. A NCHORS INTO METAL STRUCTURES WSEE ELEVS. FOR SPACING STEEL : 12 GA MiN. (Fy i MIN.) j vALUMINUM : 1/8" THK. MIN-T5 MIN.) W (STEEL IN CONTACT WITH A TO BE PLA OR PAINTED) 0 INTO 29Y WOOD BUCKS OR WOOD STRUCTURE i 1 -3/8" MIN. PENETRATION INTO WOOD j 1' THRU 18Y BUCKS INTO CONC. OR MASONRY Z 3 � 1' 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY .. o } DIRECTLY INTO CONC. OR MASONRY x m 1-1/4- MIN. EMBED INTO CONC. OR MASONRY C3 w 1.4 SMS OR SELF DRILLING SCREWS z N ¢ w o O INTO METAL STRUCTURES p ^ ro W ••�• o a+ STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) • 7p ic •••••• Z ALUMINUM : 1/8' THK. MIN. (6063 -T5 MIN.) L' �1 .. • •• k (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �• •' - • • • • • • • • • W ai� S 1 •• �••.•� TYPE `C'- #10 SMS OR SELF DRILLING SCREWS � j� •••• it I INTO DADE COUNT' _ SLED MUWONS "+ ••••• s • IM SPACE) • • 0 ••••• am 0 160 ANCHOR EDGE DISTANCES: • ti • • • i INTO CONCRETE AND MASONRY = 1 -3/8' MIN. i sss• ssssis' W 41 INTO WOOD STRUCTURE = 1" MIN. • �, • • • • j METAL STRUCTURE = 1/2' MIN. 1�3 o •..• �••••� IX TYPICAL ANCHORS m o SEE ELEV. FOR SPACING SEALANT: i 6 i ALL'JOINTS AND FRAME CONNECTIONS SEALED WITH 3 WHITE /ALUM COLOR SILICONE. AN.¢� .r,o{kt•FMI .,. 1 11 - 1 I 2 N d cn a m U c 4 I Mf b Engr: DR. HUMAYOUN FARQOQ 9i :f0 if" nq . ,• 1 0 da O STRUCTURES n1 A d I «:tn rrs n a. 16557 vs L 4N. k%idimg Fvee o Agw4unce No � n ftft °• e d a' rrl v s D fJ o 29Y WOOD $ ds owin no. .v SEE' ELEV.! FOR ANCHORS OHl00 UCTURE �- °'O 9 " wIr ILW03-57 9 MON sheet 4 of 7 1/4' SHIM ..f ITEM FART f QUANTITY DE.9CRIP MN MAMM MANF. /SAPPLMR/REMAM 1 ES5001 4 WINDOW FRAME 6063 -T5 - 2 ES2000 -8 OPTIONAL GLAZING STOP 6063 -T6 - 3 ES5002 4 FRAME COVER (OPTIONAL) 6063 -T5 - 4 #8 X 1' AS READ. ASSEMBLY SCREWS CRS PH SMS - 5 - 2/ LTTE. SETTING 810CK NEOPRENE 7/16" X 3/1W X 3 -1/2° LONG 6 E52000 -10 OPTIONAL GLAZING GASKET SOFT PVC - 7 E51505 - FLUSH FRAME ADAPTER 6083 -75 OPTIONAL MIAMI -DADE COUNTY APPR,D MULLION SEE SEPARATE NOA &2 0:n O� va � 00W�, Q O Sao O� 00 0 m3LL o 1/4- MAX. {` 2 to SHIM J 0 m Q METAL Q � `{ g CAL ANCHORS STRUCTURE ELEV. FOR SPACING .�. 4157 a g o N J v I O � Z e^7 v U9 m LLB BUCK Z N ¢ rl TYPICAL ANCHORS 3 N •- SEE ELEV. FOR SPACING OG I, I °v °0 23J�o W N C v N Q • TYPICAL ANCHORS g • • • 0006 SEE ELEV. FOR SPACING N g • • so:** • • i I 3 a p O Z O W J .Z' " i�� of Q IL n 0. m o- � •• •• • •e••e• o &2 0:n O� va � 00W�, Q O Sao O� 00 0 m3LL o 1/4- MAX. {` 2 to SHIM J 0 m Q METAL Q � `{ g CAL ANCHORS STRUCTURE ELEV. FOR SPACING .�. 4157 a g o N J v I O � Z e^7 v U9 m LLB BUCK Z N ¢ rl TYPICAL ANCHORS 3 N •- SEE ELEV. FOR SPACING OG I, I °v °0 23J�o W N C v N Q • TYPICAL ANCHORS g • • • 0006 SEE ELEV. FOR SPACING N g • • so:** • • WINDOW WIDTH WINDOW WIDTH O Engr. DR. HUMAYOUN FARCOQ o c STRUCTURES PA $DUCT REVISED n RA. PE in I GW7 as com➢pbluz With tle RoAk CAN. 3538 Cie ° -AWRIamce me i. A. is iI D � � � -6 Al / drawing no. Z11On W03 -57 sheet 5 of 7 " i�� of lz � •• •• • •e••e• o v U • U •••• •••e•• K • • WINDOW WIDTH WINDOW WIDTH O Engr. DR. HUMAYOUN FARCOQ o c STRUCTURES PA $DUCT REVISED n RA. PE in I GW7 as com➢pbluz With tle RoAk CAN. 3538 Cie ° -AWRIamce me i. A. is iI D � � � -6 Al / drawing no. Z11On W03 -57 sheet 5 of 7 • 0000• 0000•• • • 0 •000• 0 •0000• •00.0• •000• •0. 0• 0 • • 0000• 00 •• •0000• • • • • 0000 •000•• • 0000 • • •0000• • • L do L isa4s ) L9 -20M ou bulmn.ip Pr m �1CS n�i V wpugw aw ql!& NuAftom L5S91 3d Vl� o (13Sl/e31 OOQNVj MIMVMnH ai0 .a SMOaNIM Wln08IO neo dVW S HOV3 1V SM3SOS (4) /M dvaus wmv 3aIS HoY3 1V sM3sos (4) /M . X301 MUM wmV dVbL S H3V3 IV SQUOS (4) /M dvai.S MnIV S-11viau dWH S HOV3 1V ,SM3H3S (4) /M dvum wn-w i -53"1 11OV3 1V .. SUNDS (Z) /M dvalS nn-+ SMOaNIM 3WnOS 80 1338 U, SMDS /M f � dvaus wn-ro I I fi SMOONIM 3MdnOS 8O •1038 g El 0000 N • 0000.• . •• 0000 • • • •.••.• 0000 � O 0000•• •• •• • • m � •• • 0000• • • N 0000• 0000• � • •• • 0.0.00 . 0000. .. . . 0000.. 0000 N :�1 N m • Cl) N .. c v -n I Cfl °o j N m •A w z � o v r v M s r � m _3ol- O Nm�I jo M � N lyd 0 g wm0A 2� �O �M � m �0 �m g m Z .a SMOaNIM Wln08IO neo dVW S HOV3 1V SM3SOS (4) /M dvaus wmv 3aIS HoY3 1V sM3sos (4) /M . X301 MUM wmV dVbL S H3V3 IV SQUOS (4) /M dvai.S MnIV S-11viau dWH S HOV3 1V ,SM3H3S (4) /M dvum wn-w i -53"1 11OV3 1V .. SUNDS (Z) /M dvalS nn-+ SMOaNIM 3WnOS 80 1338 U, SMDS /M f � dvaus wn-ro I I fi SMOONIM 3MdnOS 8O •1038 g El i SERIES 5000 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT /CASMI' OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. —D m M SHUTTERS ARE NOT REQUIRED. I h �` � N Engr. DR. HUMAYOUN FAROOO A I �- 30- D 3 \ I ° D.L OPC � O C.A•M. 3538 / II / II w �o x CL yl - -- NOTE: 444JJJ fts'. amt ski ?muac1 cmw VENT WIDTH � li L5 II 37" \ 11 WINDOW- S�VIDTR W E- SINGLE \ 11 COMMISSION ud"00� 3 W08 -08 DECLARATORY STATEMENT DCA05— DEC -219 �- C'4 .- 0 II \ Z3_j 3 z u- o NNE.. —D m M 1/8- HEAT STREN'D GLASS .090- INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8- HEAT STREN'D GLASS SILICONE DOW CORNING 795 z m � rn to 11 \ �Im O GLAZING DETAIL K • X X � Z 3 SHUTTERS ARE NOT REQUIRED. I h �` � N Engr. DR. HUMAYOUN FAROOO A I �- 30- D 3 \ z ° D.L OPC � O C.A•M. 3538 35 1/4- M NOTE: 444JJJ fts'. amt ski ?muac1 cmw VENT WIDTH � li L5 II 37" WINDOW- S�VIDTR W E- SINGLE VENT WDW. COMMISSION 1/8- HEAT STREN'D GLASS .090- INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8- HEAT STREN'D GLASS SILICONE DOW CORNING 795 z m � rn to 11 \ �Im O GLAZING DETAIL K • X X � Z 3 30 5/8- I 30 5/0- D.L. OPG D.L. OPG 35 7/8- 35 718n VENT WIDTH VENT WIDTH 74- WINDOW WIDTH DUAL VENT WDW. a Z 11-W I Og � c �. l C It>w'q 8 0 La< 0;2� us O d W 3LL i0 M �Z�� dW�f� a W N z O U ni MAXIMUM DESIGN LOAD RATING = + 85.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 85.0 PSF SHUTTERS ARE NOT REQUIRED. I h �` � N Engr. DR. HUMAYOUN FAROOO ,n I �- v _ D 3 N - - - -- - - - - -- ------ - - - -- N ----- �' - - - - -- ° � O C.A•M. 3538 ° NOTE: 444JJJ fts'. amt ski ?muac1 cmw M � li L5 II z W drawing no. COMMISSION ud"00� 3 W08 -08 DECLARATORY STATEMENT DCA05— DEC -219 �- C'4 .- 0 30 5/8- I 30 5/0- D.L. OPG D.L. OPG 35 7/8- 35 718n VENT WIDTH VENT WIDTH 74- WINDOW WIDTH DUAL VENT WDW. a Z 11-W I Og � c �. l C It>w'q 8 0 La< 0;2� us O d W 3LL i0 M �Z�� dW�f� a W N z O U ni MAXIMUM DESIGN LOAD RATING = + 85.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 85.0 PSF THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. ! c° SHUTTERS ARE NOT REQUIRED. I h �` � N Engr. DR. HUMAYOUN FAROOO ,n I o D 3 STRUCTURES FLA. PE If 18557 � ° � O C.A•M. 3538 NOTE: 444JJJ fts'. amt ski ?muac1 cmw M � v L5 J m J z W drawing no. COMMISSION ud"00� 3 W08 -08 DECLARATORY STATEMENT DCA05— DEC -219 �- C'4 .- 0 ° Z3_j 3 z u- o NNE.. In Wig • • 8888 8888• • • t6• • • 8888• ••• 8909•• • ••• • • .8888• • •0•• THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. ! c° SHUTTERS ARE NOT REQUIRED. I �` Engr. DR. HUMAYOUN FAROOO ,n o STRUCTURES FLA. PE If 18557 3,',= 'e:.':! rc4 r..: <, :. 'k awila the Ff,: r:tli; O ti[,:r ° C.A•M. 3538 NOTE: fts'. amt ski ?muac1 cmw a � v L5 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) : AND FLORIDA BUILDING AN 2 200 drawing no. COMMISSION W08 -08 DECLARATORY STATEMENT DCA05— DEC -219 TYPICAL ANCHORS STRUCTURE II 92 !6 inc M TYPICAL ANCHORS SEE ELEV. FOR SPACING n n SEE ELEV. FOR SPACING II—DAbE COUNTY APPROVED JON & MULLION ANCHORS SEPARATE NOA: 2 Q Q2 tp a CL IL J � U Q BI G O� vc ®tea' Q W �LL m IL 310-2 W R (5 QmIit ' 0 0 DR. HUMAYOUNI FAROOQ STRUCTURES %lpproved = complying with She j' r FLA. PE # 16557 Florkle Suiding Code o CAN. 3538 MIAMI bade d v° v drawing no. .SAN 2008 W08-08 sheet 2 of 5 WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SU 5 IMPOS ING SYSTEM ^ ANWIR-A NSFER THEM TO THE BUILDING CTURE. �' N z C o TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4• TAPCONS INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD z Li THRU 1BY BUCKS INTO CONC. OR MASONRY , N <�o' 3 C14 1-1/4- MIN. EMBED INTO CONC. OR MASONRY 0 M g 4 SMS OR SELF DRIWNG SCRe Z 3 INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") 0 �. INTO METAL STRUCTURES § V) N g " STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) in W C4 ALUMINUM : 1/8" THK. MIN. 6063 —T5 MIN.) •'•';' (STEEL WITH ALUMINU e - PLATED OR PAINTED) • • • • i • •••• Soo TYPICAL EDGE DISTANCE �a i : • • :. •. • s INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 3/4° MIN. • • •• Igo • • • • • • • • INTO METAL STRUCTURE = 3/4" MIN. 4 • ••••'• • ••.••• S.C+LiJ�ES1.`I L S: - ....�_- ...�,.ma._.a� �s�- s.�.m.--- v_._.___ • • • • • ALL FRAM AND VENT CORNERS AND INSTALLATION SCREWS • • SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. • • • • • • • • ' 0 0 DR. HUMAYOUNI FAROOQ STRUCTURES %lpproved = complying with She j' r FLA. PE # 16557 Florkle Suiding Code o CAN. 3538 MIAMI bade d v° v drawing no. .SAN 2008 W08-08 sheet 2 of 5 TYPICAL A Si FOR EXTERIOR METAL STRUCTURE WINDOW WIDTH SINGLE VENT WINDOWS 1/4- SHIM �;PICAL ANCHORS ® -FOR SPACING DUAL VENT WINDOWS FLA. PE # 18557 C.A.N. 3538 JAN 2 8 2008 ICAL. ANCHORS ELEV. FOR SPACING Q uc Zd IL dIL " pro 0. �c O� a vo � QrMwM O IL'< o 04M� du; O �• z to ' .i 0 M J m v N p3 I � 3 `n q «cc� Q} g j m �- Lj N u Q c0 u^7 O Q h M Z 3i J 32� LL_ a g� N 04 c� LO L Q tJ � N � �+ • N • s••• 0000•• • • • • 0000 • 0000•• ! • •• 0000•• 0000• ! • .•• • • 0000• • • •• 0000•• • • • ••• • :0000• • •• • :•• • • D N a ,4 1 I o N ` 0 drawing no. W08 -48 sheet 3 of 5 m•s a r _ .. � r;r. • ��• •��f• • • �r� • •1��• � •��• � • • •�• •��• • • � •��• • • •• •��• • • � • •• •f ��• i •• • • •��• •• � • �� JJ Hll 12 IMPOST CORNER :r r VENT CORNER 1� 12 . t- m o Engr. DR. HUMAYOUN FAROW STRUCTURES Appeavef W MMPlYing With ft N I N FLA. PE 1IF 16557 tt CAN. 3538 BMW 0 0 a s qq v° i bi I / drawing no. 2DD� W08 -08 sheet 5 of 5 Zt$; co O Ix ZJZ d IL IL 09 Ow Ito v:02 a 0 <W m cy Om 0 a a 12 04 Ix O N d w3LL aAI J aIM� � � � h N D I � d M J J Z uj fnQ� t3 O O N � Z co 3� J 3 z ''- t/3 04 N W IN Q li 6•i• 0000•• 0 • •• • 0 • • 0000 • • • 0000•• • • 0 • • •0000• • • • • • 0000 • • 0000• C T• • • • • • 6 66.60 L 0 6 • •• 0000• • • • • • ••6 • 6666•• • • 6 •• • • 6 • m o Engr. DR. HUMAYOUN FAROW STRUCTURES Appeavef W MMPlYing With ft N I N FLA. PE 1IF 16557 tt CAN. 3538 BMW 0 0 a s qq v° i bi I / drawing no. 2DD� W08 -08 sheet 5 of 5 TM`< 1 /B" ANN. GLASS O_ GLASS TYPE 'A' 1/8' ANN. GLASS .090' INTERLAYEF - (SURFACE APPLIED) 10' A�I1X. 'DUPONT SENTRY GLAS PLUS' 1/8° ANN. GLASS n �++ SIUCONE- �++ DOW CORNING 795 I�+ z m Z IN I I. C p z O_ GLASS TYPE 'A' 1/8' ANN. GLASS GLASS TYPE 'B' 3/16' ANN. GLASS .090' INTERLAYER (SURFACE APPLIED) 10' A�I1X. 'DUPONT BUTACITE PVB' 1/8° ANN. GLASS n �++ SILICONE I�+ DOW CORNING 795 Z IN I I. GLASS TYPE 'B' 3/16' ANN. GLASS w W GLASS TYPE 'C' Zz z_ m � to z In g In 7� z 3 GLASS TYPE 'D' T� GLASS TYPE 'Al' 1/8' HEAT STREWD. GLASS —.090' INTERLAYER 'DUPONT BUTACITE PVB'. 1/8' HEAT STREN'D. GLASS SILICONE 1 F DOW CORNING 795 GLASS TYPE 'B1' 5/32' HEAT STREN'D. GLASS .090' INTERLAYER — 'DUPONT BUTACTTE PVB' �1/8° HEAT STREN'0. GLASS SILICONE I F DOW CORNING 795 111 6' MAX. HEAD /SILL CORNERS .090' INTERLAYER (SURFACE APPLIED) 10' A�I1X. TRYGLAS PLUS' N. GLASS n �++ "DUN ONE CORNING 795 z m rn if I C w W GLASS TYPE 'C' Zz z_ m � to z In g In 7� z 3 GLASS TYPE 'D' T� GLASS TYPE 'Al' 1/8' HEAT STREWD. GLASS —.090' INTERLAYER 'DUPONT BUTACITE PVB'. 1/8' HEAT STREN'D. GLASS SILICONE 1 F DOW CORNING 795 GLASS TYPE 'B1' 5/32' HEAT STREN'D. GLASS .090' INTERLAYER — 'DUPONT BUTACTTE PVB' �1/8° HEAT STREN'0. GLASS SILICONE I F DOW CORNING 795 111 6' MAX. HEAD /SILL CORNERS WINDOW WIDTH FALSE MUNTINS (SURFACE APPLIED) 10' A�I1X. MAY BE USED HEAD /SILL ° W ° t7 C p z II II 3 WINDOW WIDTH FALSE MUNTINS (SURFACE APPLIED) 10' A�I1X. MAY BE USED HEAD /SILL if if II II = = =rti =ter = -- 11 II ___ ?� II II -- i TT�i II II tl II � J II I1 u I II I I II I I II II II II �I II Ii ;I I ;1 =r 33 1/2' 33 3/8' ).L. OPG. D.L. OPG. 37 5/8° SERIES -2000 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MErAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 33 1/2' D.L. OM 37 5/8' O It En M3 Iz m U LAMINATED GLASS LARGE MISSILE IMPACT DR, HUMAYOUN FARE STRUCTURES PWDUtCT d EMED Fu PE 0 38 CAN. 3538 = wft elm ftwbc cam _ MAY A 6 2008 .3 0 0 U IL 'c 4 Cm;� pn,da Otocalm it cl {L zu. (A- Jnrymry4_., Q W d S c v N M o � z � (n IV o w 3NpoCD p ^K) I o Z 3j !i 3 z u- - w �N�� Ri 41 to g cn �B a � 0 r • • yy IV • m a ••• 4 • > o • • c mvc • •• • •h a • • q •1 a o � � v v c drawing no. W03 -75 •.sees • • • sees•• sees• sees• sees•• sees•• sees•• ; DESIGN'`1 OAD- CAPACITY - PSIS'' (XU OR Off' SIZES) WDWW DIMS. A MM RAIL ,- GLASS TYPE 'A'� GLASS TYPE 'B' GLASS TYPE: 41' GLAW TYPE! -'B1' GLASS TYPE 'if' GLASS TYPE Al' 9710111 HEIGHT EXT.( +) INT.( -). ( +) INT.( -) EXT.( +) INT.( -) EXT.(+) IM:( -) 26 -1/2" m 3 70.0 80.0 0 170.0 90.0 70.0 80.0 83:3 90.0 37" 53 -1 j8" 26' (3) 4 f 70.0 80.0 0 90.0 70.0 80.0 SM 90.0 5 70.0 80.0 PRODUCT MVL%ED a sr m 90.0 70.0 80.0 813 90.0 74' aim an 8�aneda >A celb 7 +. 70.0 80.0 70.0 90.0 70.0 80.0 8313 90.0 26 -1 2" 3 70.0 80.0 70.0 gg O 70.0 80.0 83:3 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 53-1/8 3 5 70.0 80.0 O 90.0 70.0 80.0 83.3 90.0 74" 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 26-y2- 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 3T 53 -1 /8" 70.0 80.0 70.0 90.0 70.0 80.0 83:3 90.0 F-7 70.0 80.0 70.0 90.0 70.0 80.0 83:3 90.0 74" - - 70.0 90.0 70.0 80.0 83.3 90.0 26-1/2" 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 _ I'D 4 58.9 67.3 79.0_ 90.0 70.0 80.0 83.3 90.0 53 -t j8 74" 5 42.6 48.7 70.0 8 _ - 70.0 - 80.0 - 83.3 832 90.0 90.0 7 - - - 24" 2 70.0 80.0 70.0 90.0 70.0 80.0 83.3 907 36" 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 48' 60" 24' ) 4 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 72' 6 70.0 80.0 70.0 90.0 70.0 80.0 813 90.0 24" 36" 48" (3) 2 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 60" 5 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 72" 6 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 24' 2 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 r� W. 72' �•` 3 70.0 80.0 70.0 9_ .0 70.0 80.0 83.3 90.0 4 70.0 80.0 0 90.0 a 70.0 80.0 83.3 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 6 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 24" 36" 2 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 48' 4 54.2 61.9 70.0 90.0 70.0 80.0 83.3 90.0 80' 72" (5) S 45.1 51.5 70.0 87.3 70.0 80.0 83.3 90.0 6 - - 70.0 78.7 70.0 78.7 83.3 90.0 A = NO. OF ANCHORS PER HEAD & SILL { ) = NO. OF ANCHORS PER JAMB 1111 =1 H.D. MTG. RAIL STD. SILL W91 -LOUT RISER STD. SILL WITH RISER HI -RISE SILL WITHOUT RISER HI -RISE SILL WI'M RISER LUdIT EXT.( +) LOADS TO 53.3 PSF UMIT EXT.( +) LOADS TO 70.0 PSF LIMIT EXT.( +) LOADS TO 67.5 PSF LIMIT EXT.( +) LOADS TO 83.3 PSF O � c0a _ fu o IL Q Ora. �yo d' W?.1 a fil� 4Wg � c v N to r (n 8- I'V W = V)d (0to -3: C14 Go 0 r�' th I Zug N } Z O �P, V) 04 IL �lif W eta � 0 185 NOTE: ° °'4 GLASS CAPACITIES ON THIS SHEET ARE �' � ci a BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) e o a m m AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 o •• Engn DR. HUMAYOUN FARO00 STRUCTURES PRODUCT MVL%ED a sr m N •� o • • FCAN. aim an 8�aneda >A celb • 35387 drawing no. AY �fl W03 -75 sheet 2 of $ .,ice° • 0000•• • 0000•• • 0000•• •• • .0 00 .• 0000•• • • • 0000•• • • • • •0000• DESIGN LOAD CAPACITY*. - PS-F (XOX SIZES)' WINDOW DIMS. A STD. MTG. RAJI EL D. MTG RAIL. GLASS TYPE '9 GLASS TYPE 'B .' GLASS TYPE GLASS TYPE 'B GLASS TYPE ' l' c' GLASS PE 'D TY $ ,Al, GLASS TYE WIDTH HEIGHT W.( +) INT.( -)' EXT.( +) INh( =) EXL( +) INT ( -) EXL( +) INT.( -) 74' 111' (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.4 63.3 90.0 10 - - - - - - 83.3 90.0 74' 106 -1/4 111" 3 7 70.0 80.0: 70.0 I 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 - - - - - - 83.3 90.0 74' 106 -1/4' ) 8' 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 111' 72" 84" 96" 108' 10 - - - - - - 83.3 90.0 74' 8 7 45.4 51.9 70.0 90.0 70.0 80.0 83.3 90.0 106 -1/4' 111" 83' (5) 10 - - - - - - 83.3 90.0 10 - - - - - - 83.3 90.0 72' 80.0 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 84" 96' 108' 24" (2) 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 72' 84' 96" 36' (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 108' 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 72' 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 84' 96' 48" (4) 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 108' 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 72' 7 54.2 61.9 70.0 90.0 70.0 80.0 83.3 90.0 84" 96" so. (5) 8 47.6 54.4 70.0 90.0 70.0 80.0 83.3 90.0 9 1 - - 1 70.0 83.9 70.0 80.0 83.3 90.0 108' 10 - I - 70.0 78.7 70.0 7&7 83.3 90.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB STD. SILL WITHOUT RISER LIMIT EXT.( +) LOADS TO 53.3 PSF (1 /3W) (1/3W) (1/3W) STD. MTG., RAM+ H.D. MTG. RAM GLASS TYPE,14, GLASS TYPE' 'B' STD. MTG. RAIL OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH STD. SILL WITH RISER LIMIT EXT.( +) LOADS TO 70:0 PSF HI -RISE SILL WITHOUT RISER LIMIT EXT.( +) LOADS TO 66.7 PSF L DESIGN LOAD CAPAC= - -PSF ( COX IZES� WINDOW DONS. (1/4W) STD. MTG., RAM+ H.D. MTG. RAM GLASS TYPE,14, GLASS TYPE' 'B' GLASS TYPE 'Al' GLASS TYPE: -'c' GLASS TYPE 'C' A.. ' GLASS TYPE 'D' GLASS ;` TYPE Al' WIDTH HEIGHT EXT.( +) INT.( -) EXr.( +) INT.( -) EXr.( +) . INT.(-) EXT.( +) INT.( -) 74 "' 106 -1/4" 111" 26" (3) 7 70:0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10; 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 - - - - - - 83.3 90.0 74' 111' 38 -3/8" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3, 90.0 10 - - 70.0 90.0 70.0 80.0 83.3 90.0 1Q - - - - - - 83.3 90.0 74' �� 8" 7 - - 70.0 90.0 70.0 80.0 83.3 90.0 74" 63. 7 - - - - - - 83.3 90.0 72" 84" 96" 108' 24' (2) 1 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 72" 84' 108' 36" 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 - - 70.0 90.0 70.0 80.0 83.3 90.0 72' 84" 96' 48 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 - - 70.0 90.0 70.0 80.0 83.3 90.0 9 - _ _ _ _ - 83.3 90.0 72' 60" (5) 7 - - 70.0 90.0 70.0 80.0 83.3 90.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB HI -RISE SILL WITH RISER LIMIT EXT.( +) LOADS TO 83.3 PSF (1 /4W) (1 /2W) i (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH ;j- -4, w. �- tp 2 EL IL 0 L) oo L M um ®� ^ O � +r /' cc Q aap QH�i O CV Wfd -O N i w z_ d tn � � m N O W = t!)a(0m 3 N r j o � in Z3Jm N 3 Z L W !n N 2 ."'. W uj IN + V3 1 c o O W • • NOTE: : • GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05- DEC -219 NTL�j Engr: DR. HUMA OUN FAk000 PWDUC I' IREVIEW FLA. PE # 16557 ae9�`g • CAN. 3538 31r 7- Awe we No • 9> to u drawing no. 1 62008 W03 -75 sheet 3 of 8 T A. 0000•• • •0000• •0069• 6 • •060• 0000•••• • 0 0.00.0 %000: 6 • 9 W ~S C90y r C a a ° ° G 4 $ A g. e v W1 G c de ° d A. ,_ o. N A � - r ::i§ @ FS k � r. I imp N TYPICAL ANCHORS SEE ELEV. FOR SPACING �N 213Y W900 BUCK OR 0 STRUCTURE u WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TYPICAL ANCHORS AND TRANSFER. - THEM --TO --ENE STRUCTURE. SEE ELV. FOR SPACING -TYPICAL .ANCHORS: SEE ELEV. FOR SPACING 1/40 TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4 MIN. EMBED INTO CONC. OR MASON J14 SIMS OR SELF DRILLING SCH I __DADS OVED MULLIONS (MIN. THK. _ .090') j !6 OD 0 g M N N m\ 3t S� TYPICAL ANCHORS SEE ELEV. FOR SPACING INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CO TO BE PLATED OR PAINTED) "INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANTS: FRp,M-- EDff6RNERss ItN{3 "Ifi1STALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SILICONE. WEEPHOLES: W1 = 1- 13/16" X 1/4" WEEPHOLES AT 3" FROM EACH ENO WITH PLASTIC BAFFLE W2 = 1/4- WEEPHOLE AT TOP & BOTTOM RAIL 1 " FROM EACH END STRUCTURES FIA PE # 1$557 C.A.N. 3538 MAY 1 6 2008 = C®AYAp4lm 64'i& me madft fwdwc Code Xo_o Z M OW lioc 0t va �w�"� o 0 a.aQ O sir 0 W� u► - a WI � o 04 i o to v, m IV • O W = N¢ � ado m O N M � o`,M O Z 3 J m N w W ui N pv3 LO I- opOW z u •. • o O • % lon � st m V e •� M ~ • is •p o •• • N i o a OJL m n drawing no. W03 -75 sheet 4 of 8 • •••.• • • ••...• • • • • • • • TYPrAL A SEE ELEVS. FOR, • • • • • VENT YAM. D.LO. M STRU• 1/4' SHIM MAX. I 1/4' MAX. SHIMS 27 TYPICAL ANCHORS SEE ELEV. FOR SPACING -z KCAL ANCHORS ELEV. SPACING XOX LAYOUT TYPICAL ANCHORS MIAMI —EIADE COUNTY SEE ELEV. FOR SPACING APPROVED MULLION r WINDOW H.D. o �J 1/4* MAX. SHIMS TYPICAL ANCHORS V v SEE ELEV. FOR SPACING 18Y WOOD BUCK to IL 0 0 rl fir. L#1% LLI M tiI ca 0 6 w IL uj to 3 (3 to Z w F- C4 1 O 0) CD hJ uj to 0 in z LA- IN z cf) LLJ ui 1) �2 • lox m Z • • •0000• • ••00• • 00 • 0• • • 0• •000•• • • • • :Soto: • • • 0 •0000• • 2.186 .813 �1 7.24 2 71.344 0621� .93o L 1.400 FRAME HEAD 857 _ LLIJI _ 1.434 813 930 VENT TOP /BOTTOM RAIL 837 082` I ` - d b -.147 0 GLAZING BEAD �� i 328 543 jl L -,.250 2t BULB VINYL ry n o 3 a v Z A Q W F �• � d p C: .Q uJt.. IL tic �Qyy1 it N {L Z W W d� 1.421 2-188 .062 949 1.149 .868 .489 1.250 .813 O JAMB STILE .760 1.122 .078 1.230 12 VENT LATCH 992 1.118 T--j 8t3 � .983 062 TYP. 2.375 2.996 .5Q0 �z.33a U2 STD. FRAME SILL _ v IV W W �n 2.190 062 .770 Is 504 FLUSH FRAME ADAPTER ti N 1 �h n _3: ca Q -j n V) N v � I0 2.063 082 8sa 1.130 1.250 © STD. MEETING RAIL .068 450 992 992 1.118 813 .ss3 2.063 2.5ao .082 TYP. 3.437 2.818 .062 7 .930 1.630 1 .046 11 STD. SILL RISER • C ° � ° � l o z • .068 '� 2.941 .046 HI -RISE SILL RISER • 0 t^' 2.330 O HI -RISE FRAME SILL .500 O H.D. MEETING RAIL �2130 .750 .OBZ .813 � 2.555 2.392 Engr. DR. HUMAYOUN FAROOQ �DRODUCf Y 1B 2.392 -� I 2.330 STRUCTURES as e¢'�'ag p/m v®1fe 6 282 FtA Pt 18557 1.678 CAN. 3538 is ' .868 .082 �" `'CRT`s Bab of I I+ I 1.989 �t 719 I� .969 °� 41AY 1 � 2� O3 FRAME JAMB VENT O FRAME JAMB FIXED • � � o � d .- a��• a N ^• • 2.113 t.6757 f 1.212 T -7 .992 . O FIXED MTG. RAIL g« m v c • c a •h i 0 �� ' ° v • • i u .188 .a62 250 .312 1.098 to SILL TRACK rowing no. Wt�3 -75 sheet 7 o 8 • 0000•• • 0000•• •••9•• • • • 0000• 0000. •. 0090•• • • • •0•••• • 0000•• • VENT TOPAOTTOM CORNERS V V� 0 o -c} O� a v'c Wf9 '0 tv O 4 W U. Zia o v N p 1 3 � Z � tI) D3 5 Ni CE w Z to x ONn m o rZ o Z3_ N z�-.. vi 41Lg DR. HUMAYOUN FAR= � DU C REMISED STRUCTURES a comajyhq with the RevigtR FLA. PE # 18587 --whI3 Cede CAN. 3938 % 1 62008 drawing no. W03 -75 0 o In . 1 .• m. 11,01 . 0 0000•• 6 • 0100 A vl • • 00.00 . 60 6000•9 0 6 r 00006• C 6 n 00 0 I• •66••• I • v- drawing no. W03 -75 K7 ul Ir 1 ALt�° ADDL. ANCHORS REOD. F FRAME,. WIDTH OR THRU WOOD BUCK INSTALLATIONS ONLY H / f 6 HEAD / 6" MAX, TYP. 1 12" ; PANEL WIDTH LEAF WIDTH SERIES -3000 ALUM OUTSWING FRENCH DOOR THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD -CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY INiTH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. = 71 Sl',V ADDL. ANCHORS' REOR FRAME 1N1 ©TH C INTO OR THRU WOOD BUCK INSTAL ATICNS ONLY . 68 3/4" FRAME HEAD-& SILL E APPLIED 6" MAX. TYP. 12" MUNTINS HEAD /SILL CORNERS E USED ,r - �IJ i 1 7 N I i 71-7-- 7- -- ��r - -- (/ II , •fi -7- -11 - ---- --- -mot- -\ If M W S - - -- - -Ij - -- - - --� _-- -- rn rn ` \ I n • ly J \ / O \ II II II \ II / tI II B UUU \I , Vr ' V W t� a 0 O Z to ! J W! Q' a IL O; V U e~t {q 0 IL < < $ Q W 3 IL !p W N _.; p Q Uzi Q Ph _ -J r v h 1 c3c d* O 40 m tn ca m ,a z N w d Na CO � 3 N �, I" y� Z_ 3 � N '4 Q K r%7 39 Z In W 26 1/16" 12" Z z N p 0. MAX. x v N N a w m � W - ' W Xx 6 TYPICAL ELEVATIONS Z w m TESTED UNITS FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF ° AND EXPOSED ON ACTIVE LEAF g N g m SEE DETAIL G ON SHEET 5. WI❑ � ❑ ❑ U a ; a CL a m C dloo � •• h V CIVIL FLA. PE # 38863 CAN. 3538 L AUG 1 4 :)U09 r)r,UCT REN TWBD ;n �e lying .:lid eac Florida ridsG Cc:uc :ce;zri�acc r:>a0 —4 i ;pirntius� D� Division b 0p ❑ ! _ I_ • • • • a drawing : no•} woo - V l street 1 of 7 ; 00.00• • • ••••i• 0000•• 0000• • 0000• 0000•• • • • • ••••0 :••••• Vr ' V W t� a 0 O Z to ! J W! Q' a IL O; V U e~t {q 0 IL < < $ Q W 3 IL !p W N _.; p Q Uzi Q Ph _ -J r v h 1 c3c d* O 40 m tn ca m ,a z N w d Na CO � 3 N �, I" y� Z_ 3 � N '4 Q K r%7 39 Z In W 26 1/16" 12" Z z N p 0. MAX. x v N N a w m � W - ' W Xx 6 TYPICAL ELEVATIONS Z w m TESTED UNITS FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF ° AND EXPOSED ON ACTIVE LEAF g N g m SEE DETAIL G ON SHEET 5. WI❑ � ❑ ❑ U a ; a CL a m C dloo � •• h V CIVIL FLA. PE # 38863 CAN. 3538 L AUG 1 4 :)U09 r)r,UCT REN TWBD ;n �e lying .:lid eac Florida ridsG Cc:uc :ce;zri�acc r:>a0 —4 i ;pirntius� D� Division b 0p ❑ ! _ I_ • • • • a drawing : no•} woo - V l street 1 of 7 ; 00.00• • • ••••i• 0000•• 0000• • 0000• 0000•• • • • • ••••0 :••••• W 26 1/16" 12" Z z N p 0. MAX. x v N N a w m � W - ' W Xx 6 TYPICAL ELEVATIONS Z w m TESTED UNITS FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF ° AND EXPOSED ON ACTIVE LEAF g N g m SEE DETAIL G ON SHEET 5. WI❑ � ❑ ❑ U a ; a CL a m C dloo � •• h V CIVIL FLA. PE # 38863 CAN. 3538 L AUG 1 4 :)U09 r)r,UCT REN TWBD ;n �e lying .:lid eac Florida ridsG Cc:uc :ce;zri�acc r:>a0 —4 i ;pirntius� D� Division b 0p ❑ ! _ I_ • • • • a drawing : no•} woo - V l street 1 of 7 ; 00.00• • • ••••i• 0000•• 0000• • 0000• 0000•• • • • • ••••0 :••••• DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITHOUT SIDELITES MASS TYPE 'A', 'B', 'C' OR 'D' MAXIMUM DESIGN LOAD R TI NG = + 70.0 PSF (FOR SIZES SHOWN BELOW OR S) - 80,0 PSF FRAME WIDTH FRAME WIDTH ( X ) V (x, HEIGHTS: DAYLITE OPG, NOMINAL. HEIGHT FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAIL HI- PROFILE BOTTOM RAIL 6/8 / G \ 65 -5/16" 8/0 95 -3/4" 93 -1/4" 1 85 -1/16" 81 -5/16" 20 -1/16 6/0 (XX) 71 -3/4" 1 34- 11/16" 26 -1/16" 80.0- 70,0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 (x, HEIGHTS: DAYLITE OPG, NOMINAL. HEIGHT FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAIL HI- PROFILE BOTTOM RAIL 6/8 79 -3/4" 77 -1/4" 69 -1/16" 65 -5/16" 8/0 95 -3/4" 93 -1/4" 1 85 -1/16" 81 -5/16" I WIDTHS: NOMINAL WIDTH FRAME WIDTH I LEAF WIDTH : DAYLITE OPG. 2/6 (X) 31 -1/2" 28- 11/16" 20 -1/16" 3/0 (X) 37 -1/2" 34- 11/16" 26 -1/16" 5/0 (XX) 59 -3/4" 28- 11/16" 20 -1/16 6/0 (XX) 71 -3/4" 1 34- 11/16" 26 -1/16" S L d' FRAMA T-- FRAME WIDTH INCHES FRAME HEIGHT FT. /IN. GLASS TYPE 'A', '11% 'C' OR 'D' EXT. ( +) I 36 DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) FRAME WIDTH INCHES FRAME HEIGHT FT. /IN. GLASS TYPE 'A', '11% 'C' OR 'D' EXT. ( +) INT. ( -) 36 8/0 70.0 80.0 39 7/0 70.0 80.0 42 6/8 70.0 80.0 DESIGN" ,LOAD CAPACITY - PSF: SINGLE OR DOUBLE LEAF DOORS WITH SIDELITES:' SiOELITE WIDTH INCHES FRAME HEIGHT FT. /IN. GLASS TYPE 'A', 'B', ''C' OR 'D' UNREINFORCED MULLION REINFORCER MULLION EXT. ( +) INT. ( -) EXT.' ( +) INT. ( -) 24 27 30 33� 38 39 42 - - 5/8 70.0 80.0 70.0 80.0 70.0 80:0 710.0 80.0- 70,0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 27 30 33 36 39 7/0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 18 21 24 27 30 33 36 8/0 70.0 78.9 70,0 80.0 70.0 74.8 70.0 80.0 70.0 71A 70.0 80.0 67.9 67.9 70.0 80.0 65.0 65.0 70.0 80.0 62.4 62.4 70.0 78.9 60.1 60.1 70.0 76.0 NOTE: FOR DOORS WITH SIDELITES USE SIDELITE RATING TO QUALIFY DOOR & SIDELITES. SIDELITE WIDTH DOOR WIDTH OVERALL UNIT WIDTH (OL'W) SIDELITE WIDTH = OUW - DOOR WIDTH 2 C 4 Z 4 a 4 SEE SHEET 4 FOR GLASS TYPES DESCRIPTION. � o� Z ar 8: O `P z I O W M V IL Va a0Wm $ I UNREINFORCED MULLION REINFORCED MULLION O a Q Q O°�� C n t lu C A Y IL UZA m 2 c: W a 4 a o E E / V `nl�p U m �I fOXX ( OXXO , F E / L n G \ \J I a m \ 4% W CL W J Q \ D \ 8 E E `w W V4 F � � h '+ h C4 C4 w W v ' U m t+a 1 (XO) (0X0) � Lli ( OX) N¢ip O (0 h 0 04 h 4 Q i �""' C, t7 V `nl�p U m �I fOXX ( OXXO , F E / L n G \ \J I a m 4% W CL W J Q \ 8 D \ LL GLASS CAPACITIES ON THIS SHEET ARE `w W V4 F � � h '+ h C4 C4 w W v ' U m t+a 1 (XO) (0X0) � Lli ( OX) N¢ip O (0 h 0 04 h 4 Q i �""' C, CE t7 V `nl�p U m �I fOXX ( OXXO , E F n G \ \J a�° a m 4% W CL W J Q NOTE: LL GLASS CAPACITIES ON THIS SHEET ARE CE M 3zL-o a -fn W i%f (V Q �. 1 WLng r- O W pa tall V W � O p< p r n U $ U rlg t7 V `nl�p U m �I fOXX ( OXXO , n XXO a�° a m 4% W CL W J Q NOTE: LL GLASS CAPACITIES ON THIS SHEET ARE 8 BASED ON ASTM E1300-02/04 (3 SEC. GUSTS) ° ° • M 3zL-o a -fn W i%f (V Q �. 1 WLng r- O W pa tall V W � O p< p r n U $ U rlg • •• • • • t7 V `nl�p U m �I fOXX ( OXXO , n XXO a�° a m 4% W CL W J Q NOTE: i o o • GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-02/04 (3 SEC. GUSTS) ° ° • AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr: ARSHAD VIOAR CIVIL • F• a !v o • • FLA. PE 1 38863 IRCIDUCT RENEITED m �•' I = • C.A.N. 3 °38 is Coin; iyrin la ;i ':e ai®YIdII teiidin5 •- a r• ti cceT;.a�._s:� too • 'On ` v LZO m ,3• o � V47 +tpir I3 Z(f I14 1, drawing • np.' i AUG 1 4 2009 i e Product conau • WO4- 51 •• 6sion sheet 2 of 7 • •• • • • CK METAL ' ` • • • .-- . "...... " 2/ SILL AT XX DOORS SEE ELEV. FOR SPACING WEEP SLOT SEE ELEV. FOR SPACING I/ SILL AT X DOORS I /SILL AT SIDELITES STATIONARY UNITS OPERABLE UNITS HI— PROFILE BOTTOM RAIL APPLICABLE TO STATIONARY AND OPERABLE UNITS ... W . , 0 0�- /� J Z N W aCl aL I uj 4` Uc � C If e 0,5 m0 0 n _ Q W 3 U. t0 Wt11 - O 0 m us I CIVIL • FLA PE 1 38863 P'ODUCT C.AN. 3538 as s: ri,; ; p S P. EtiriAtliCi ttknlEz � F% sd6 �Acc�t m- ho '%L • % • • �y �` AUG 1 4 2004 Miami aac, Product Co Division J d S to to (J m lQ z N w o cS O N �} Z t W v N O Q �++ CV W to lu-j 0 0 �q Z � w r OLn U G En $ C r cpi i U � w C a w N v< a > v 00 z a � w 0 z u o z • •• y o o Q Sys; N. •••••• N c0 �o �a0 • O O O m • • • • • so V m i •� • • drawing: no.•' ;••••� W04 --50r sheet 3 of 7 T. _ . z Lo TYPICAL ANCHORS: SEE ELEV, FOR SPACING a , d 4. 3/16" H.S. GLASS .090" INTERLAYER DUPONT SENTRYGIAS PLUS' 3/16" H.S. GLASS SIUCONE T DOW CORNING 795 �GI�kSS TYPE 'A W g a to �Ix w TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING -3/16" H.S. GLASS 1/8" H.S. GLASS 090" INTERLAYER A90" INTERLAYER 'DUPONT BUTACITE PVB' 'DUPONT BUTACITE PVB' 3/16" H.S. GLASS 1/8" H.S. GLASS SILICONE SILICONE DOW CORNING 795 rDOW CORNING 795 1/8" H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 5/32" H.S. GLASS SILICONE /-DOW CORNING 795 i � n 31 I li 1 iu GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' GLAZING OPTIONS taJ V p m Co MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM .j C > m °o ! d� +a OG CL < `� c- T. _ . z Lo TYPICAL ANCHORS: SEE ELEV, FOR SPACING a , d 4. 3/16" H.S. GLASS .090" INTERLAYER DUPONT SENTRYGIAS PLUS' 3/16" H.S. GLASS SIUCONE T DOW CORNING 795 �GI�kSS TYPE 'A W g a to �Ix w TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING -3/16" H.S. GLASS 1/8" H.S. GLASS 090" INTERLAYER A90" INTERLAYER 'DUPONT BUTACITE PVB' 'DUPONT BUTACITE PVB' 3/16" H.S. GLASS 1/8" H.S. GLASS SILICONE SILICONE DOW CORNING 795 rDOW CORNING 795 1/8" H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 5/32" H.S. GLASS SILICONE /-DOW CORNING 795 i � n 31 I li 1 iu GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' GLAZING OPTIONS • I � :.11 1 Engr ARSHAO 41QAR •p o_ j CR11 a •m � •I i FL %. P6 38863 n • • C.A.N. 3538 i°:2E}I3UCT RE%?EbVEi3 • • • as corm- lillmn %viih the Florido ! • o a �' Bsal'.n� Cbcfe o AccFpi. :: � Flo • v .. „ l� T!,7 ' l3 =* �4 drawing r1p'�'j AUG 1 4 2009 m 13V ad, ProductContro W04 -91 i m ision sheet 4 of 7 • • • • • • • ••••% taJ V p m Co MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM .j C > m °o ! d� +a OG CL < `� 0. > l l oo 3 � it N N • I � :.11 1 Engr ARSHAO 41QAR •p o_ j CR11 a •m � •I i FL %. P6 38863 n • • C.A.N. 3538 i°:2E}I3UCT RE%?EbVEi3 • • • as corm- lillmn %viih the Florido ! • o a �' Bsal'.n� Cbcfe o AccFpi. :: � Flo • v .. „ l� T!,7 ' l3 =* �4 drawing r1p'�'j AUG 1 4 2009 m 13V ad, ProductContro W04 -91 i m ision sheet 4 of 7 • • • • • • • ••••% WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS V p m j MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM C > m °o ! AND TRANSFER THEM TO THE BUILDING STRUCTURE. OG CL < `� l l oo 3 � it N )T AL ANCHORS: SEE ELEV. FOR SPAC 'ELCO' IN n _ V. 1 1/4" DIA, ULTRACON BY (Fu =177 KSi, Fy =155 KSI to � g INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Z W I w 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 B BUCKS INTO CONC. OR MASONRY n 1-1/4- MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 04 N 1-1/4" MIN. EMBED INTO CONC. OR MASON . z y R S R N E 2 CRS) >- �TA INTO S TRUCTURE z m STEEL 12 GA. MIN. (Fy = 36 KS) MIN.) N "•J Lei ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (n Q (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Q N ,;� r7 a 14 SMS OR SELF DRILLING SCR EW5 (GRADE 2 CRS) Z 3i _j a° $ 0 z INTO MIAMI -DADE COUNTY APPROVED MULLIONS (�(NIN. THK. _ .090 ") - r°� (NO SHIM SPACE) ---- . _.,. - - _ 111 CN ¢ j W ,n g ,KCAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = I" MIN. / �._ W ° INTO METAL STRUCTURE = 3/4" MIN. w V m w U m _ = 3000 PSI MIN. CONCRETE -. f_t;._ -_ _ w v_i 1, o U. e, _ C -90 HOLLOW /FILLER BLOCK f m 2000 PSI MIN, o m �oma�o SEALANTS: ° a o a 0 ° a " ALL JOINTS AND FRAME CONNECTIONS SEALED WITH z WHITE /ALUMINUM COLORED SILICONE. Iti, V.36a, o - � ;o ••• T;o * • I � :.11 1 Engr ARSHAO 41QAR •p o_ j CR11 a •m � •I i FL %. P6 38863 n • • C.A.N. 3538 i°:2E}I3UCT RE%?EbVEi3 • • • as corm- lillmn %viih the Florido ! • o a �' Bsal'.n� Cbcfe o AccFpi. :: � Flo • v .. „ l� T!,7 ' l3 =* �4 drawing r1p'�'j AUG 1 4 2009 m 13V ad, ProductContro W04 -91 i m ision sheet 4 of 7 • • • • • • • ••••% 0 e> TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS STRUCTURE SIDELITE ACTIVE LEAF EXTERIOR 96" X 2" X .96" X 1/8" { OXXO ) FULL LENGTH STL. CHANNEL (STEEL TO BE PAINTED OR PLATED) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM SPACI v oa o as v 1BY WOOD BUCK `1._J TYPICAL ANCHORS EXTERIOR ( X -0 ) CIVIL FLA. PE # 28863 CAN. 3538 PROIDUCT R.'31INT3WED as cammj!yi -.vial the Florida Building Ccc'.� Accept.m.c No%. Exp. 4 ZU0 .Or � • . • (FLUSH BOLTS: AT ACTIVE_ AND INACTIVE LEAFS MUST BE ENGAGED, DURING PERIODS INTERIOR EXPOSED FLUSH BOLTS tl AT 10" FROM EACH END OF HURRICANE WARNING) := n I N `I •�.... 12 CONCEALED FLUSH BOLTS •; � O O .t AT 10" FROM EACH ENO 0 F m U O f 0000•• • .� Z `� IN- ACTIVE LEAF .a Q d a. 00'00 ° O� � 9 0 M 2'. . . • 0 0000• A ; •• • 0.000• • • .ri f iii I a o • . C1 o m i 0000•• drawing .no. . • • ... W04 -51 sheet 5 of 7 Q L <4 A 0 4 j W H _z o:l rp Nmry Q_ Q w %�N UNREINFORCED MULLION ei L SEE CHART ON SHT. 2 J n n n v n I 34 22 `0 OPTIONAL TRIM z w zqz; n ex(�m L—E—A 4' - z U.i t/N > to o v N Z�� .�ZtL a I O � N .. MULLION REINFORCING CHANNEL �� laJ � .96" X 2" X 96" X 1/8- 27 N FULL LENGTH TO REINFORCED MULLION Q 2 (STEEL BE PAINTED OR PLATED) SEE CHART ON SHT. 2 Q 0 N N Q ACTIVE LEAF o! j 11 9 C m s t f ZI� EXTERIOR ( X -0 ) CIVIL FLA. PE # 28863 CAN. 3538 PROIDUCT R.'31INT3WED as cammj!yi -.vial the Florida Building Ccc'.� Accept.m.c No%. Exp. 4 ZU0 .Or By ` Miami ade Product Control INvision • +bj S a • . • � •o ICON n o � < •�.... I •; � O O .t . • • 0000•• m U O f 0000•• • `� .a 00'00 ° � 0000• 2'. . . • 0 0000• A ; •• • 0.000• • • .ri f iii I a o • . i 0000•• drawing .no. . • • ... W04 -51 sheet 5 of 7 1 FRAME HEAD /JAMB 1.608 .3788 -IIr- Q -� T I� 1.500 WEATHERSTRIP ADAPTER -1.750 -� 0781 4.000 1 11 3.500 .913 ___I f__.590 0 TOP /BOTTOM RAIL 1 .490 1.500 1 .563 FRAME SILL -�{ 1.14 .062 .475 0 SILL COVER I 1.750 36t L_ I 225 .105 `3t WEDGE GASKET (SCALE 1:1) 3.350 .078 395 Ems- 2.674 P SHEAR PLATE � 1 1.000 .800 .045 q.852 . 3 JAMB TRIM (OPTIONAL) 1.112 j°- .250 c:]31 �s PANEL CLAMP 1.984 .590 .094 .913 i4 HINGE STILE c, ,,9 1.750 .094 -J SIDE LITE. STILE 4.625 �{ r-.094 I .913 '5901. f 4.000 - LOCK STILE /KEEPER STILE 2.125 0.375 .fi88 + 0.312 2.1as n 2.000 CD i d e I D 3.375 I G Hi I � O o it 2.000 �+ U L 17 3 PIECE HINGE .960 .125 2.000 MULLION 27 REINF. CHANNEL SIDELITE ADAPTER ITEM # PAR'S # QUANTIFY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARkf . . i ES300T'=1 .I 1 ' FRAME HEAD 6063 -T6 - 2 ES3001-2 2 DOOR FRAME JAMB 6063 -T6 - 3 ES3002 -1 1. DOOR FRAME SILL 6063 -T5 - 4 ES3003 -1 AS REDD. SiDELITE ADAPTER 6083 -T6 - 5 ES3004 AS READ. SHEAR PLATE ® ANCHOR. LOCATIONS 6063 -T6 3" LONG 6 ES3005 -1 2/ LEAF TOP AND BOTTOM RAIL 6063 -T5 - 6A ES3024 2/ LEAF HI- PROFILE BOTTOM RAIL. 6063 -T5 - 7 ES3006 -1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 6063 -T5 - 8 ES3007 -1 1/ LEAF DOOR LEAF - LOCK SIDE 6063 -T6 - 9 ES3007 -2 1/ LEAF DOOR LEAF - KEEPER SIDE 6063 -TG - 10 ES3008 -1 AS REQD. SIDELITE STILE 6063 -T5 - 11 F13-1202 -914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES 12 FS -1202 -914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES 13 ES3011 AS READ. JAMB TRIM 6063 -T5 OPTIONAL 14 ES3012 1 SILL COVER 6063 -T6 - 15 ES301*3 2/ LEAF WEATHERSTRIP ADAPTER 6063 -T5 - 16 ES3014 -1 4/ PANEL PANEL CLAMP 6083 -T6 - 17 ES3003 -3 3/ OPER. LEAF HINGE ASSEMBLY 6063 -T6 - 19 - - DOOR LOCK (SAVANNAH 2O1SL) - YALE 20 - - DEAD BOLT LOCK (PREMIER) - YALE 21 W2232ING AS READ. FIN -SEAL PILE W'STRIPPING - ULTRAFAS 22 ES3020 AS READ. BULB WEATHERSTRIPPING VINYL AT SIDELITE PANELS 23 - I/ HINGE HINGE REINFORCING BAR ALUMINUM 1 -1 /4 "X 1 /8"X4 -1 /4" LONG 24 - AS REOD. HINGE REINFORCING BAR ALUMINUM 1/8" THK. X 7 -7/8" LONG 25 - 2/ LEAF 3/8" DIA. THREADED ROD W/ NUTS STEEL - 26 - AS REOD. FRAME ASSY. SCREWS - #10 PAN HEAD SMS 27 = AS READ. MULLION REINFORCING CHANNEL A36 STEEL - 28 ES4014 AS READ. BOTTOM RAIL GLASS STOP NEOPRENE - 29 ES4019 AS REOD. PANEL SILICONE STOP NEOPRENE - 30 - AS REOD. 3/8" DIA. X 1 /8" HT. BUMPER SILICONE FRANK LOWE RUBBER CO. 31 ES4013 AS READ. WEDGE GASKET - - 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6063 -T5 - 33 - 2/ BKT. BRACKET INSTALLATION SCREWS - #10 X 1" FH SMS 34 Q /LON AS READ. DOOR PANEL W'STRIPPING - SCHLEGEL 7.; ) HI- PROFILE BOTTOM RAIL rngr.' AffZMAU v1U" CIVIL FLA. P£ # 38863 C.A.N. 3538 AUG 1 4 2049 ,ODUCI'rENIFWED c 1plying Svi:ji the Florida '� `11 -o9- -6825'. Division w w 0 F• LLI (a IL " a_ a 2 O W M VI X 0 U. M I O a 'a a 8 yOOO (cot 1 Q W�t�L Ul Jam 1 t Uzi v nlI aF ' gC4 I Z ty1 tZ U� X� C-7 �m W o NQ�h ON rn G v _z 04 3z� to W 'g. inU�S` c1 � W L g W Q a W VI f/1 r N Q I H ti U m H iW Wim a1;W I� Q N z 0 z zit c� z � F no O • ^ ej 1 ItI •` � ( n l • A I • � � I D s 0 9 V 1 drawing :nq.•. W04 -6.1' sheet 6 of 7 j • • • FRAME BOTTOM CORNER 26 � M p Q C.. am Q '� + cl F fo- C Q W 3 tL i0 w z 0ma Q Z� CK C4 t C4� U • Z' MI cD' C.1 m a 1 N Q n I 3; M , y N � Z W!(f3Nd �� 11 W N � g F w w 2 2 = VI VI iA f/y cn to N Vi O DOOR LEAF CORNER U U� ._ ti• _- - i_ _ __ _ __ _ c- _ _ _ _ _ FRAME BOTTOM CORNER 26 � M p Q C.. am Q '� + cl F fo- C Q W 3 tL i0 w z 0ma Q Z� CK C4 t C4� U • Z' MI cD' C.1 m a 1 N Q n I 3; M , y N � Z W!(f3Nd �� 11 W N � g F w w 2 2 = VI VI iA f/y cn to N Vi O DOOR LEAF CORNER • 1•• 0000•• • • • 0000•• � 0000•• •.•0• • • � 0000•• • 0090•• . • •009:0 • 0 •0060• U U� In m Z Z!Z o z (n rn o m O O ap � 1 •al 0 0 0 I ° • Engr. ARSHAD •/IQAR CN1L FLA. PE N 38863 •! '• % �� I '0 • C.A.N. 3538 Ppe --T)UC T RENEWED • a a� as c�mt�iyiaS with tic Florida $ aiid;.:g vide o• I V' ` // Ai=paancz No a 1-:= -aaanD 161Zo d�owin n e : 4' AUG 20 monde Pro ct Contro , W04 —�'�• rna L;yisf*go J)l sheet 7 of 7 1 • 1•• 0000•• • • • 0000•• � 0000•• •.•0• • • � 0000•• • 0090•• . • •009:0 • 0 •0060• LOCATION ` -'117 N. :e. 103rd Street & & , GARBAGE TAX RECORD lot I B�� - -� -_. -_ �'7".,•`.,�- ��•.,��, RECEIPT IV[7iVIBER ze,4A; -Mg�,kv� 1940 O_ O a ZZZ91A ZQ %a 6ev 1941 !/ X • 194,E o 3 73 Y - - - - _ ,i - __ 1943: - - - O. / -/ -- 3 c3 194A T "11- w/.?- �* - ® 1945 L,.., �7 LO 0 '7i 1948 �LO Lf /i 1947 +l a 1946 p —3 / 1� ,� - ' if 103.5(, .j ! 1950 �/ /02 " °�Q lee 117 IQ. E. 143rd St. b _ y ear annual tax Pe riod used amount paid date- paid receipt � -�: MIAMI SHORES VILLAGE PERMIT Office of Electrical Inspector ( No. CERTIFICATE OF INSPECTION THIS CERTIFIES THAT the wiring and apparatus installed at by Address for owner, and occupied as has been inspected and current is authorized to be turned on, until otherwise notified, for: Size of Service Number of Lighting Circuits Range Power: Connected Other Apparatus watts. Water Heater P. Space watts watts ELECTRICAL INSPECTOR. MIAMI SHORES VILLAGE PERMIT Office of Electrical Inspector No. CERTIFICATE OF INSPECTION THIS CERTIFIES THAT the wiring and apparatus installed at by Address for owner, and occupied as has been inspected and current is authorized to be turned on, until otherwise notified, for: Size of Service Number of Lighting Circuits_ Range .watts. Water Heater .watts Power: Connected load H. P. Space Heaters watts Other Apparatus ELECTRICAL INSPECTOR. BUILDING ELECTRICAL PLUMBING Owner of Building Architect MIAMI SHORES VILLAGE, FLORIDA DATE I 194 PERMIT N® 5184 License etNos� Work to be performed under this Permit It 11 ` Contractor or Builder` Legal Lot r` Bl. Description Address of Building Subdi- vision Amt. of Permit This permit' is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawingssor in the statements or. specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed: By INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. Tn nccantina this nermit I assume responsibility for all work done by either myself, my anent, servant or employee. CONTRACTOR OR BUILDER . BY F AUTHORITY MIAMI SHORES VILLAGE, FLORIDA BUILDING DATE 194 ELECTRICAL PERMIT No' 2946 Contractor's PLUMBING License No, Work to be performed under this Permit Owner of Building — Architect Contractor or Builder Legal Lot gl. Subdi- DescriDtion vision Address of J," Value of Amt. of Building _7 /i�' Project Per This permit is gr nted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. 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 regula- tions 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, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY MIAMI SHORES VILLAGE, FLORIDA BUILDING ELECTRICAL PERMIT N° 5184 PLUMBING Work to be performed under this Permi Owner of Building _ Architect Contractor or Builder —T Legal Lot Description Bl. Subdi- vision DATE 194 Contractor's License No. Address of R. : ' Value of I Amt. of Building Project Permit r This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed .without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. - Signed: Bye% ! 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 I assume responsibility for all work done by either myself, my agent, servant or employee. z { CONTRACTOR OR BUILDER BY AUTHORITY BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA ELECTRICAL ❑ Date-- PLUMBING ❑ PERMIT N? 9806 Contractor's ROOFING ❑ License No. ❑ Work to be performed under this Permit -- _— _ Owner of Building Architect Contractor or Builder Legal Lot Description Address of Building Bl. Subdi- vision Sq. Ft. _ Value of Project Amount of Permit $_ 19 This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed - (INSPECTOR) BY -- 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, servant or employee. CONTRACTOR or BUILDER BY AUTHORITY BUILllING ELECTRICAL PLUMBING ROOFING Owner of Building Architect - Contractor or Builder MIAMI SHORES VILLAGE, FLORIDA DDATE l9 PERMITN9 6738 Contractors License No. Work to be performed under this i Legal Lot II Subdi- Description _ Bl. vision - Address of Value of Amount of Building Project $— -- I Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed: __ INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with ail ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY I.BOT ELECTRICAL PERMIT N. B. —This Permit must be on display on the premises during the construction. Owner of Building Contractor or Electrician Miami Aores"Tillage F L O R I D A OFFICE OF ELECTRICAL DEPARTMENT Miami Shores Village, Fla., 19 LOCATION NO. STREET PART OF LOT LOT BL'K SUBDIVISION � w 561 DESCRIPTION OF WORK NUMBER OF Outlets Motors Receptacles Generators Stoves Water Heaters Signs Billboards Other Apparatus Permit Fee This Permit is granted upon the express condition that all facts stated in the Application are true and that the construction complies strictly with the plans and specifications submitted and are in accordance with the Electrical Laws of the State of Florida and with the Electrical Ordinances and Code of Miami Shores Village and the rules and regulations of the Electrical Department of Miami Shores Village. This Permit may be revoked at any time upon the violation of any provisions of said laws, ordinances, or rules and regulations, or upon any change in the plans and specifications unauthorized by this Department. Electrical Inspector. In consideration of the issuance to me of the foregoing Electrical Permit, I hereby agree to do the proposed construction in strict conformity with the Application and the plans and specifications thereof heretofore by me submitted, and in compliance with all provisions of all Electrical Laws of the State of Florida, all the Electrical Ordinances and Codes of Miami Shores Village, and all rules and regulations of the Electrical Department of Miami Shores Village. Dated . 19 ELECTRICAL PERMIT aI aml. Ahores7illage N. B. —This Permit must be on display on the premises during F L o a t n a the construction. OFFICE OF ELECTRICAL DEPARTMENT / f N° 573 Owner of Building Miami Shores Village, Fla., L 19 o7 Contractor or Electrician <* ,�iGt. -+.A'` LO C AT I O N NO. STREET PART OF LOT LOT BL'K SUBDIVISION Signs Billboards Other Apparatus Permit Fee DESCRIPTION OF WORK NUMBER OF Outlets Motors Receptacles Generators Stoves Water Heaters Signs Billboards Other Apparatus Permit Fee This Permit is granted upon the express condition that all facts stated in the Application are true and that the construction complies strictly with the plans and specifications submitted and are in accordance with the Electrical Laws of the State of Florida and with the Electrical Ordinances and Code of Miami Shores Village and the rules and regulations of the Electrical Department of Miami Shores Village. This Permit may be revoked at any time upon the violation of any provisions of said laws, ordinances, or rules and regulations, or upon any change in the plans and specifications unauthorized by this Department. Electrical Inspector. In consideration of the issuance to me of the foregoing Electrical Permit, I hereby agree to do the proposed construction in strict conformity with he Application and the plans and specifications thereof heretofore by me submitted, and in compliance with all provisions of all Electrical Laws of the irate of Florida, all the Electrical Ordinances and Codes of Miami Shores Village, and all rules and regulations of the Electrical Department of Miami Ihores Village. Dated , 19 _— . (Seal) ELECTRICAL PERMIT N. B. —This Permit must be on display on the premises during the construction. Owner of Building Contractor or Electrician aiami Aores7illage F L O R I D A OFFICE OF ELECTRICAL DEPARTMENT Miami Shores Village, Fla., 19 LOCATION N° 561 i WO. STREET PART OF LOT LOT BL'K SUBDIVISION DESCRIPTION OF WORK NUMBER OF Outlets Motors I Receptacles I Generators I Stoves I Water Heaters I Signs Billboards I Other Apparatus I II Permit Fee This Permit is granted upon the express condition that all facts stated in the Application are true and that the construction complies str' tly with the plans and specifications submitted and are in accordance with the Electrical Laws of the State of Florida and with the Electrical Ordinances nd Code of Miami Shores Village and the rules and regulations of the Electrical Department of Miami Shores Village. This Permit may be revoked at any time upon the violation of any provisions of said laws, ordinances, or rules and regulations, or upon any change in the plans and specifications unauthoriz by this Department. Electrical Inspector. In consideration of the issuance to me of the foregoing Electrical Permit, I hereby agree to do the proposed construction in strict conformity with the Application and the plans and specifications thereof heretofore by me submitted, and in compliance with all provisions of all Electrical Laws of the State of Florida, all the Electrical Ordinances and Codes of Miami Shores Village, and all rules and regulations of the Electrical Department of Miami Shores Village. V Dated , 19 (Seal) ELECTRICAL PERMIT =91lami Jhores7illage N. B. —This Permit must be on display on the premises during F L o s t n A the construction. OFFICE OF ELECTRICAL DEPARTMENT Owner of Buildin • .: t Miami Shores Village, Fla., ['^; 19� Contractor or Electrician F. LOCATION No* 573 573 0 - NO. STREET PART OF LOT LOT BL'K SUBDIVISION Signs Z - _e� n� �17 51.1 /,7 1 107A AZ f 0 DESCRIPTION OF WORK NUMBER OF Outlets Motors Receptacles Generators Stoves Water Heaters Signs Billboards Other Apparatus Permit Fee This Permit is granted upon the express condition that all facts stated in the Application are true and that the construction complies strictly with the plans and specifications submitted and are in accordance with the Electrical Laws of the State of Florida and with the Electrical Ordinances and Code of Miami Shores Village and the rules and regulations of the Electrical Department of Miami Shores Village. This Permit may be revoked at any time upon the violation of any provisions of said laws, ordinances, or rules and regulations, or upon any change in the plans and specifications unauthorized by this Department. Alk , Electrical Inspe�f"or. In consideration of the issuance to me of the foregoing Electrical Permit, I hereby agree to do the proposed construction in strict conformity with the Application and the plans and specifications thereof heretofore by me submitted, and in compliance with all provisions of all Electrical Laws of the State of Florida, all the Electrical Ordinances and Codes of Miami Shores Village, and all rules and regulations of the Electrical Department of Miami Shores Village. Dated `` 19 / Jr a� (Seal) f PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 101 12)� Job Address I 1 N C ( D3 rt S_l. Tax Folio � (r Z 1 3 (p •. O 1 3 � � � I (� Legal Description `.' r Historically Designated: Yes No (.!:!�/Tenant- (V 1 I - re Ci i�d-r— Master Permit # Y5 A� Owner's Address 1 1 5 10nVC1 Phone 30'5— 7`5 7— 2 Contracting Co. Address QJdI N I-tt) au4 . p "1nl der 6W S CbtfPJ& ..1e, ss# Phone .305- L517- 2412- Side # C G 14 5 p Municipal # Competency # - OLtr-j4_ _,_ Lns. Co. AtddWYEngineer Address Bonding Company A Address Mortgagor Address Permit Type (eircle one): BUILDING ELECTRICAL PLUMBING MECHANICAL O PAVING FENCE SIGN WORK DESCRIPTION �PQX" tit - +1 N CST g7-, N San, �ATY3n't5h rc + Ile Square Ft r g 3 d �;p...F� Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR EffROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFOU 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 wok will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicabte laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the stated. All Date i tore of Contractor or Owner- Builder Date Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner4uilder l3ate My Commission Expuiv,%. My Commission Expires: SANDRA D. H 3 Vcc*AwssioN # CC.S'!3733 .NM pt") SANDRA D. HA7.7 EXPIRES UN9 12,-'W) 4;,y,a �Olt'r =L2 S:i"3L'Gii / xi,L:Jii FEES: PERMIT RADON C.C.F.NOTARY N. wi APPROVED: TOTAL DUE— Zoning Building i� Electrical Mechanical Plumbing Structural Engineea' Miami Shores Village �1 � g NOV 2 � 2009 IOC Building Department sY: ! 009 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 __._ ..... was Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING permit NoA/\IS M—nL PERMIT APPLICATION Master permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) f+.!1�' / is -%? Phone # Owner's Address f dl� f .� ~> f City /s &" _,)(Z State j�y� ��_L zip Tenant/Lessee Name Phone # Job Address (where the work is being done) / ' T _ � ;Wr, 7 City Miami Shores Village County Miami -Dade Zip ; &do� FOLIO/ PARCEL # Is Building Historically Designated YES NO Contractor's Company Name� Phone #!, _ ✓[ o� Contractor's r Address City C: d� % f zr r State ,. Zip )3 Qualifier Name _�Cj/d . - / X Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ r)0_ AO.L Type of Work: ❑Additiolt �Iteration Describe Work: Phone # Square / Linear Footage Of Work: w ❑New ❑ Repair/Replace ❑ Demolition * Fees ubmittal Fee $` Permit Fee $ % Q G� CCF $ - CO /CC Notary $ Training/Education Fee $� -` T,-. Technology Fee $ 1 -o Scanning $ Radon :S DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $�' 2i2 See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approxed and i4 einspection fee will be charged. Signature. or Agent The foregoing instrument was acknowledged before me this I i day of �4CU'� 204�1 , by &4Ct j V-e J (Q t�? who is ersonally kn—ow—n-to- >ie or who has produced As identification and who did take an oath. Signature Contractor The foregoing instrument was acknowledged before me tthhies day of (/ , 201,X by who is perigwaWly known to"ike or who. has produced as identification and who did take an oath. NOTARY PUBLI WIMEDTHRU BO1�II1aCa,rt My Commission Expires: APPLICATION APPROVED BY: �Xc�,�� Plans Examiner Engineer Zoning (Revised 02/08/06) ME * Miami Shores Village NOV 2009ML�!, Building Department BY: -In", :::...._. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle);. urlding Electrical Owner's Name (Fee Simple Titleholder) (.✓ ,, `,�' Owner's Address �� Al C_ /`e° I,,; .Permit NoAS09 - Master Permit No. Plumbing Mechanical Roofing Phone # State / - ° Zip Tenant/Lessee Name Phone # - Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip % . FOLIO / PARCEL #du7� Is Building Historically Designated YES NO Contractor's Company Name �d� / y��r,Ca� %Y Phone #. Contractor's Address �y / 5-M City ?46� 26 State " Zip Qualifier Name /14" /b, ' % �� Phone # State Certificate or Registration No, Certificate of Competeincy.Na , r Architect/Engineer's Name (if applicable) Phone # E w Value of Work For this Permit $ �� Square / Linear Footage Of Work: 12- "} Type of Work: Describe Work: Xk1teration ❑New ❑ Repair/Replace ❑ Demolition 1I "o" 12. Submittal Fee $ LA / Permit Fee $ 910- CCF $ CO /CC Notary $ Training/Education Fee $ C9 ' l{/ Technology Fee $ Scanning $ 16 co Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address _ City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City State . o Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that-no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS; POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a r ection fee will be charged. Signa X Signa Own or Agent Contractor The foregoing instrument was acknowledged �before me this day of ��ay�Flt Z who i ersonally . In i '13Z 9Nced a did take an oath. 80NDP0 UMU AU AMICBON 1W CO., INC. NOTARY PUBLIC: Slgzf: ' Priint: My Commission Expires: The foregoing instrument was acknowledged before me this day of i® 20( by QC4M 1 10 �� who is sonally known to e or who has produced tQrvri¢Aid take an oath. NOTAR 3'1 .Y 2 >, 2i 1 ED A Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) 00 Plans Examiner Engineer Zoning C>F-=!-At-4%-es. e.',44 A" _91101C)(0- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 T jw.WW5b 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 ---! Permit Type (circle):( Building MAR 0 6 20efi,'� I Permit No. -'PM& S3 ------ P--- ;4-)� -- 1 Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Tit e o er) _ 1i�°JN�I S C"� c_�N z-.+L c' Phone # 2>o 5 r 2" (�Z� Owner's Address t,.� e vsn, 5 b City eh L Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) t(? Obi c l a)> S City Miami Shores Village County Miami -Dade Zip (3 FOLIO / PARCEL # Is Building Ilistorically Designated YES NO Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) !�� Value of Work For this Permit $ 3OW '� v Type of Work: ❑Addition ❑Alter Describe Work: PAI U_� - Phone # Square / Linear Footage Of Work: []New ❑ Repair/Replace ❑ Demolition Submittal Fee $ Permit Fee $ CQ -/ CCF $ 0-GO CO /CC Notary $ S- 070 Training/Education Fee $ Technology Fee $ { Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review It Total Fee Now See Reverse side -i• C/i'�C MAR 10 PAS Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State R Zip _ Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building per t is issued. In the absence of such posted notice, the inspectionwill not be approved and a reinspection fee will be charge or Agent �� /Z ( Contractor The foregoin instrument was ackno;Jedl Rdbefore me this � The foregoing instrument was acknowledged before me this_ day of (L1nl cno - by (.i l ( -gday of , 20 by who is personally known to me or who has produced, who is personally known to me or who has produced ification and who did take an oath. as identification and who did take an oath. NOTARY PtXLIC: l NOTARY PUBLIC: Sign: Print: 9 My C mmission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Mabel V wmm #U1)231984 Sign: ZUV Bonded'niru Print: My Commission Expires: b / -7/ D Plans Examiner Engineer Zoning a2 ubt 400, �-Dahyx i s Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING �ECERVIE� Permit No. �S or PERMIT APPLICATION FES 19 100$ aster Permit No. FBC 2004 Permit Type (circle): Building Roofing s (G Owner's Name (Fee Simple Titleholder) V,, V, �` � (� ' � �' � �� . Phone # �� S� Owner's Address i .t City V c�J AI `.� State t-u Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) j (. "j N k 0 � " I City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO- Contractor's Company Name 0 LA) Kj af-7- Phone # C--, 4-w( 1z Contractor's Address City State Zip "- Qualifier Name °— Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ,3 Type of Work: ❑Addition ❑Alteration Describe Work: Square / Linear Footage Of Work: 4T ONew Repair/Replace ❑ Demolition S7-`? i 9--S VV3 Ta free, IZD o a i K, _ o--, / Tip nl-L Submittal Fee $ Permit Fee $ ` (fU �� CCF $�/ CO /CC Notary $ Training/Education Fee $ V�— Technology Fee $ Z' sn Scanning $ Radon $ DPBR $ Zoning $ Bond $�( Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) L1GI t% o Mortgage Lender's Address f �j City. �'I i1 1/4 �Pt-� State Zip I D 3 � 1 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 incompliance 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 Contractor The foregoing instrument was acknowledged_ before me this f 1 day of i' 204-, by -- V0AV1y Eb SID GiK44t who is personally known to me or who has produced t5 I11(. `�i 4 b As identification and who did take an oaty` NOTARY Sign: / 42!s- Print: R,41 ( W My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) *41 .60 The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner _ Engineer Zoning SEp 16 2003 Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 2001 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 Permit No. Q2003-.2'1 g Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) `{} k02A _ f f o Phone # Owner's Address _ 4 A)F 10 tT City] 1 G YY� State Zip c Tenant/Lessee Name Phone # Job Address (where the work is being done) �� + (� aj f (Y-�1 �( l r LJ ► J City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO_X_ Contractor's Company Name Contractor's Address City lip 1c1 n Phone # , :0 - ,—bqqrl 11 State F4 Zip -"? 3150 Architect/Engineer's Name (if applicable) Architect/Engineer's Address City State _Phone # Zip $ Value of Work For this Permit ' I � W . Square Footage Of Work: Number of: Bays Stories Families Bedrooms Baths Type of Work: []Addition ElAlteration . New } (K Repair/Replace ❑ Demolition Describe Work: �R D \c1 r°C� . (L �t ' , I 'A ul7 ( ►� 1 * * * * * * * * * * * * **ff*,,* * * * * * * * * * ** *Fee Calculation -Misc Permits * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** County Escrow Fee $ 1.2V Permit Fee $ 4- 1 e" C' Notary $ Education/Training Fee $ Tech $ Code Enforcement $ Bond $ Scanning $ Radon $ Struct. $ Minus Plans Check Fee $ Fee Totals $ (Continued on opposite side) K Bonding Company's Name (if applicable) Bonding Company's Address City State zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be ,performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, BEATERS 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 ANOTICE 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 com ent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is isan the. bsence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. i .: - tore• Contrac � The foregoing instrument was acknowledged before me this The forego strumcnt vdas ackrnowledged before me this day of 20Q3, by day of 20, by . _`� who onall kno o me r who s 0 o ha produced c who' ers me or who p �nallv -kno�o o produced As identification and who did take an oath.' as identification and who did take an oath. NOTARY I NOTARY PUBLIC• Si A� ,� ,,�� _!a� Si C�'i'1L2%w�• Print: MY COMMISSION # DD 104633 ssmnuew a �+tu wwtoa J,veo` Print: . ,� �_ EXPiAES:lAas�31 My Commission Expies%ra, sval\ soma rn,u EWdW Noaan s My Commission ExpiNNI, 00 # NOISSlwt V4 VIOHYnV�136�d J�n�:tin`w °' **** tk* tk****#******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** alt****************** tk**** plr*** * * * * * * * *tk * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration ' No. Certificate of mP y o e c No. C ten. . APPLICATION APPROVED BY.r z� .�L 5'��a Plans Examiner Zoning Chc6118/03 aiami Jhores"Tillage f` F L O R I D A l APPLICATION FOR ELECTRICAL PERMIT Application is hereby made for issuance of permit for electrical installation as described below, and for inspection of same after installation: Date A°%%`� � � 193 —i- Owner Add, / /� . fi Building Contractor -.-• `- Electrical Contractor c_.t Location of proposed work: Lot ' Z Block Building: Old or new Description of proposed work Number of stories Used as Details of proposed work: Number of Motors H. P. Volts —Amps. Phase .t OUTLETS MOTORS RECEPTACLES GENERATORS STOVES WATER H'TERS SIGNS BILLBOARDS OTT APPARATUS MAIN SUB BRANCH Basement /HER O f First FLOOR NUMBER OF SIZES OF INSULATION OPEN OR CONCEAL'O NUMBER OF CIRCUITS OUTLETS MOTOR GEN. MAIN SUB BRANCH Basement First Second Third Fourth Other Floors Additional Information Signature of Applicant Address (if other than owner or contractor) j (SPACE BELOW FOR INSPECTOR'S USE ONL Work begun a ` 3 Inspected Work finished Final inspection Inspector aiami Aores7illage F L O R I D A APPLICATION FOR ELECTRICAL PERMIT Application is hereby made for issuance of permit for electrical installation as described below, and for inspection of same after installation: Date a f 193 Owner HQdrPCC 1 / % qA_ C. .14 NJ Building Contractor ^"— it Electrical Contractor Location of proposed work: Lot tv reBlock / :L Z. Building: Old or new Description of proposed work Number of stories Used Details of proposed work: Number of Motors H. P. Volts Amps. Phase OUTLETS MOTORS RECEPTACLES GENERATORS STOVES WATER H'TERS SIGNS BILLBOARDS OTHER APPARATUS FLOOR NUMBER OF SIZES OF INSULATION OPEN OR CONCEAL'D NUMBER OF CIRCUITS OUTLETS MOTOR GEN. MAIN SUB BRANCH Basement Fir Second Third Fourth Other Floors Additional Information Signature of Applicator °�-�'_ a� i Address (if other than owner or contractor) (SPACE BELOW FOR INSPECTOR'S USE ONLY) Work begun Inspected Work finished Final inspection , Inspector