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WS-06-1419M�sscl9e . Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING - - - Permit No. PERMIT APPLICATION MAY 2 5 ZOOS aster Permit No. FBC 2004 BY: OA( (A ';I (A Li `4 Permit Type (circle): (Building ` Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) �w� Yr: LL.,-/ oyx Phone # Owner's Address City r tar&" i State I' Uir it d Zip Tenant/Lessee Name u 114 Phone # Job Address (where the work is being done) City Miami Shores /Village County Miami -Dade Zip 3313 FOLIO / PARCEL # I l '— Cry S "" z L{ Is Building Historically Designated YES NO >�,_ Contractor's Company Name i 14e1ZL Phone # �' �C3 L 617 Contractor'4ddres r�5 -f ` t~ S (r e C! City /_ r Qualifier Name State Certificate or Registration No. State Zip Phone #r, Certificate of Competency No. L/ Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ R ) �s (-0, G® Type of Work: Describe Work: Square / Linear Footage Of Work: rn / Z r Submittal Fee $ Permit Fee $ 2j� CCF $8®' , CO /CC Notary $ Training/Education Fee $ Technology Fee $ --7, C)0 Scanning $ Radon $ Bond $ Code Enforcement $ Structural Review. $ DPBR $ Zoning $ Double Fee $ Total Fee Now Due $ �C:1 . 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 approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was apleed fore me t is day o f , 20 �y . own to me uced As identification and who did take an oath. Signature Contractor The foregoin instrument was acknowled befo me this' day of , 20 �by who is personally known t e or wh s produced as identification. and who did take an oath. NOTARY P LIC• ` " " "'`° Martha Perez NOTARY PU IC:.,.� co Martha Perez r.= M iMfOn # DD125083 Co ?� F "•n MMissiOn # I\ c Expires june DD j 1, 2006 oQ, Aaro n Notary Sign: nxotary Sign: 3sa 61 Print: Z. Print: My Commission Expires: O (o My Commission Expires: O ( (� APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Apj�lication is hercl)), uinde for the approyal of the detailed statuji,ent of me plans and specifications herewith submitted for the build . in4 g 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 niust be kept at building during progress of the work. Date ... . ... allL 2 5 ICU- O,lvner's Name and Address DONALD., L......C.ARLSO.N .. . . ..... .. .... . ......................... __ No....14.5JQ_.NE_. StreeL__1JQZ..a .. . . ........... . . .. . .. ........... .. Registered Architect and/or Engineer ... . ..................................................................... i ............... .................. I ............. Fame and address of licensed controctor ... A1R4_§L..HEAT UNLIMITED CORP. 1725 W 39th PL HIALEAH., FL 33012 ........................... ... Location and legal description of lot to be built on: Lot............................................ Block... ............................... Subdivision...... ..............._.............__ . ................. . ...... Street and Number where work- is to be done....I450 NE 102 ST MIAMI SHO,RE.S1_._.. n urpose 0 State work to be done and f building (by floors) ..... . ..... Q � `j lt%t'A' V)'D �44_0 - :_�'&!> ........ ............. ............... . .. . ......... ................... . .. . .. . . . . . ................ . .... ................. . ... . ........ . ........ . .......................... . ..... . . ....... . .................................... I .... ......................................... ............... ............. ..... .and for no other purpose. New Bui!ding ............................. Remodeling .._..................... Addition .......................... Repairs .......................... No. of Stories.............:- ......._ To be constructed of ......................... Kind of foundation ............................................................. Ro9f Covering ....................... ........... ... Estimated Total cost of improvements 5.........2 ..................................... Amount of Permit &I .... 1"o .............. . . ................... . ........ Zonecubage required ...... ......................................................... -...___Plan Cubage ............................. . ... . ............................ . . __ .................. Distance-to next nearest building ............... ................ ............. ........ . ..... Size of Building Lot ....... . ............. . ..... . .......... . ...... ................... ___ Maximum live load to be bome 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 labur under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup element, and has complied %, ith the provisions thereof, and will require similar compliance from all contractor sub-contractors employed by him 'Csite of/the work sucliblic notice in the work to be performed under this permit; and will post or cause to be posted f inspection the of r Q ii act . on or notices as are required by the Act. The undersigned agrees to employ only such �4tf>contract w&�kS�o be performed under this pennit, as are licensed by Miami Shores Village. Remarks..._ .................. ............................................ - --- ------ ------- (Signed)i __- 41- I STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to peared 15-5 oaths and take acknowledgments, personally ap- ...... . ....... . ... . _ ... . .............. ... I .. . .............. . ....... . .......... . . ............... . ....... . .......... . .. ............ . . . —_...to me WCU known, and who, being by me first duly sworn, upon oath deposes and says that he is the . .................. ........................................... . .................. ....... - of the above described construction, that lie has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true., '6 f_A Permit No._:2 10 I . I . ....... . ..... ... Date....tl)Kk .......... . . . Read, Sworn to and Subscribed before me. Disapproved .. .... Date.. - . . ......... . .. . .................. . ... ............................... ..f . .. ...... .. . . ........ Not ary Public, S tate o Florida (Signed) .......................... . .. .. ... .... .................................. . ......... Building Inspector My Commission Expires ..............» _........_ ».._... - PLANNINC BOARD ........................ ................:._..__....DATE Chairman........ . .................. . ............................... . ......... . ................ Member ....... ........................ - - - ---- - - ------------- - - ----- - - . ....... --------------- Member................................ - ---- - ------------------------- - - - --------------------- - - - Member ------------------------------ ----------------- .Member .. .. ................ . ............................. — ----- ------- ---- - - ------------- Member .... . ................ — -- - -- ----------- __..... . . ........ . ...... . .... CouncilApproved ................................................. . .............. . ...... Date Disapproved ...... . ..................... .............................. . ... ... ............ Date MUTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the 11JAnnif.g 11oard. I 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 anti/or workmanship. MIAMI SHORES VILLAGE �.... -�;� ` BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure 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. Guernsey August 5, Date ----- - -- ---- .. ... ... . . .... ................... ..... _- •----- - - - - -- Owner's Name and AddresaPul.ler 4 _ ------ . Street___N�E.IO2nd St. --- -- -- --- -- - - - - - -- -- -- - ----------------- No. 1 - --------- Registered Architect and /or Engineer _ __ -___ .. ____._._.._ ._______._ -_.__ - ---- - - - - -- Name and address of licensed contractor __!Sheet I e t a1 Sp- e e a 1 t Y- 60. ___573 Iv . ri. 71st St.., I i arrl . 50, - -- - - - - - -- - - - - - -- - -- -- ------ - - - - -- _ Location and legal description of lot to be built on: `'Ia. Lot Block -- - -3 -- --- 1150 N.E. 102nd St. ---------------- - - - - -- ------------------------------------- - - - - -- ------------------------------------------------------------ State work to be done and purpose of building (by floors) ------------------------------------------- .-----.---------------------------------------------------------- - --- - - ---- - - --- %.'.� r rY '. f....- - --- - -------------------------------- --- - ------- --- -- •- - ---- - - ------ ----- -- -- ---- -- ---- - -------- --- .................... ,----------------------------------------------------------------------------------------------------------------------- ------_------------------- and for no other purpose. New Building ............................... Remodeling __ Addition ------- X_------------- Repairs ------- ._.___._____._.__ No. of Stories....__ one.__.___._ To be constructed of ----- Kind of foundation. --------------------- ._-_- -------------------------- _-------- ' oof Covering -------- .bud lt up - ___ ------------ Estimated Total cost of improvements $ ------ 195__•_ 00__.--- _-- ------ --- - - -. -- Amount of Permit $- - - - - -- ! -®- ----•--------------------------••----------------_----_------ Zone cubage required ................ ------- - - - --- --------------- ------- -- ------- ------- - - - - -- -Plan Cubage ------------------------------------------------------- Distance to next nearest building. ------------------------------------------------------------ Size of Building Lot-1 ........ UQ__. Sd, -__ f t . Maximum live load to be borne by each floor__ 0 T ---------- _. 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, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks------• ....... ......... _ ------------------- -- SHEET i,B TAL SPECIALTY Cdl' PANY ------------------ ------------ --- -- ------- - - - - -- (Signed) STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared------- _ - - - -•- ..------ _-- ,- .- ....--------------- ------------------- - -- ----- -- -------- •--- ------- - - - - -- ---------------------------------------------------------------- -- ----- ------ -- - --- - -•------ -- - - -- ...... ----------------------- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the - _____.___-___________-______ ____ ___________ _____- __------- . _ _ __ _ . of the above described construction, that be 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 ....... t.......__!._ 3 �'__:_. Date -_ _' _`__ _____________ _______ __ Read, Sworn to and Subscribed before me. Disapproved .x - Date-", ---- - -- - - -- --•---------------------------------------- - -- - -- - - --- i� Notary Public, State of Florida (Signed) ............ •c.__ .. :: _ . -- - - Buil ng Inspector My Commission Expires --------------------_--____ ---------------------------------------- >" PLANNING BOARD----- -------- - - - - -- -- -------- -- ------- ----- - - - - - -- --DATE Chairman----------- ------------------------------------------------------------------------------------ Member Member-------------------- ------------------ -- -- - - -- -- ----------------------- ------- ------- --- - -- -- -- Member Member_ ---------------_----•--------------------------------------------- --------------- ---- --- - -- - -- Member Council Approved --_.--.._.-•--- --- -- ------------------------------------------------------ Date Disapproved - --- -Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. t v`:lf �t 1 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 plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work,` Owner's Name and Address ......... /.....v l .......Street........... ........ .. ..... .Z..... Registered Architect a �eer... �,.. Employing Electrician's Nam .. No.....,. /... Street .........!Y.... ...G'..+.1.,!...: Locationand Legal Description Lot ......................................................... ........... Block .......................................... Subdivision ................................................ Street and Number where work is to be performed— No .............. . . ..° ----._................ ............................... Street..........._......................... ............................... State work to be performed and purpose of building (By Floors) ............. ....... ............... .ep.. . New Building ................... ........ Remodeling ................................ Addition ........ Y...................Rairs... ...No, of Stories.................... Service Underground Size Feeders .................... Conduit ................ Main Sw ............................... Amps ........................... Main Fuses............... ........Amps 'Type of Installation— Conduit ........................ Tubing ........................ B, X. L ......................... Metal Moulding..... ............................... ............................... ........................................................................................................................................................ ............................... I.............. . ......................... L............... r ........... ............................... ............................ ............................................................... ,... ✓ L .. ..... Amount of Permit 5........ (signed) � ...':.. �'. ................... ...... .. ..................... ............................... ( 'g )............. ........ Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub<eontractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (Sign .............................. ..... Master Electrician. STATE OF FLORIDA, `l COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared.............................................................................. ............................... tome well known, and who, being by me first duly sworn, upon oath deposes and says that he is the ........................................... ............................... of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ............................................................................. ............................... ...................................................................,........... .............I................. 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. HEAT, AC[ STRIP TOTAL OUTLETS OUTLETS REct'P'T's NO. LAMPS OUTLET OUTLET OUTLET CONN. HEATER CONN. HATtR HEATER , CONTR. T LIST CHECK ENT. DIST. SERVICE SERVICE MOTORS MOTORS NEON RADIO TOTAL SW. CAn. TEMP. PERM. 0.1 HP 1•5 HP TRANS.. — CONTR. - — LIST CHECK Service Underground Size Feeders .................... Conduit ................ Main Sw ............................... Amps ........................... Main Fuses............... ........Amps 'Type of Installation— Conduit ........................ Tubing ........................ B, X. L ......................... Metal Moulding..... ............................... ............................... ........................................................................................................................................................ ............................... I.............. . ......................... L............... r ........... ............................... ............................ ............................................................... ,... ✓ L .. ..... Amount of Permit 5........ (signed) � ...':.. �'. ................... ...... .. ..................... ............................... ( 'g )............. ........ Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub<eontractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (Sign .............................. ..... Master Electrician. STATE OF FLORIDA, `l COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared.............................................................................. ............................... tome well known, and who, being by me first duly sworn, upon oath deposes and says that he is the ........................................... ............................... of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ............................................................................. ............................... ...................................................................,........... .............I................. 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. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. � , Date- -- - -- i ` ------ - --- -- -- - - - - -- - ----------- 19 ��_ Owner's Name and Address._ - = rs..:� tik . 'i L L i _ice No. -.l -u .!_� _ Street Registered Architect and /or Engineer. --- -- - - - -- _ - - - - - - ------------ Name and address of licensed contractor -- `i 7 _ e yS _ i •s �,__ - - Location and legal description of lot to be built on: Lot----------- ---- ----------- ---------- - - -- -- - Block----- - -- - -- - -- ------ •-- - - - - -- Subdivision- - - - Street and Number where work is to be done ---------------- 1 A L'D- - - - - -A - -! -= ; --_ -► G_----------'•------------------------- State work to be done and purpose of building (by floors) ----------------- kvF iG ----------- -- --- - -- -- - - --Wk &T _CAA_ .. - - - -- 6 -tS3 _ L _ c sr +t -g � r ► e {S� t� [ �'- `' -` -� � V L -1 r . -'k =_ice -- - '�---t_i ----- 3 _ i Ge, -------_ il_ f_ w_]E A)_1_ G�-------------------------------•----------------------- -- -- -- -- --- ---- -- - - - - - -- -------------------------- ----- -- ------------ ----- --- --- --.and for no other purpose. New Building ------------------------------ Remodeling --------- ------ Addition ----------- Repairs -------------------------- No. of Stories_- To be constructed of --------------------------- Kind of foundation _______________________________ ----------------------------------- Roof Covering -------------- .---- __ ---------- -- ------ -- ---- Estimated Total cost of improvements ` ` "' c} P $ e = - - Amount of Permit $ �' -- ------ -- - - -- Zonecubage 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 b him Y 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 ublic notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks------------------------------------------------------------------------------------------------ (Signed)- --- - -`'`' STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared ----------------------- --- ------ ----- - - - - -- --------------------------------------------- -------------------------------------- -------------- ---- ------------------- ---------- ---------- -- ---- ---- - - - --- --------- --- -- - - - -to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_ _ --------------- ______________----------------------------------- ---------------------- of the above described construction, that 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 ------ . 4 _ ____ __ _ __________ Date-__1 . -_ __ Read, Sworn to and Subscribed before me. r Disapproved- -- ----- --- --- ------ -- - - -- -- - - - -- Date------------------------------------------- ------ --------- - - - --- ----------------------------------------------------------------------------------- 1 Notary Public, State of Florida ( Signed) =- - -- 4-° - - - - -- Building Inspector My Commission Expires ------------------- ------------------------------------------------ PLANNING BOARD___________ ______ Chairman ---------- - ------ .-------------- Member------------------------•----------- Member _ _ ---- --------------------------- TE Member ------------------------------- . Member _____________ Member ------------------------------- Council Approved------------ ----- - - - - -- --------- •--- --------- --- - - - - -- -Date Disapproved ------------- ------- - - - - -- -- -- - - - -- - - - - - -- -Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT '�r f APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described This application is made in compliance and conformity with the Building Ordinance of Miami Shares 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 -_- --------- Augtlst 202- - - - - -- -- - - - - -- ---- ... - - -- , 1969- - Owner's Name and Address -ED FULLER F- - -- . - - - -- - - - -- - - - - -- ----- ---- - - - - -- -_- -- No.__1k5d. _._. ___ Street -N.E. 102 St. -- - - - -- - - -- ReglRered Architect and /or Engineer - -- - -- - - --- - - - - -- ----- --- - - - - -- -- - - ------------ ------ --- --- - - - - -- .1 - - - -- -- - - ------ - Name and address of licensed contractor. AINCE, Inc. 19944 Nw 2nd. ---Ave. -- - --- -- - - -- -- -- - - - - - -- ----•----- ----- ------------------------ Location and legal description of lot to be built on: EXISTING HOME Lot -- ----- - - - - --- -- ------ --- -------- - - ---- Block- - - - - -- - - - - --- Subdivision-- -- --- - - - - -- ----------------------------------------------------------------------------------- Street and Number where work is to be done ------- ___ __ ____ -_•E• State work to be done and purpose of building (by floors) -_ - Replace air Conditioning unit JMKM ------------------------------------------------------- -- ----- - - - - -- - --- ------ - - - - -- - --- - - - - -- - - -- -- - - -__3 .Ton - ----- - - - - -- -- --- - - -- -- ------- - - - - -- ----- ------ --------- - - - - -- -- - - -- -- - -- - - - -- - ------------- - --- - -- - -- - --- ---- -- ------------------------------------------- and for no other purpose. New Building --------- ------------------- Remodeling- - - - - -_ .__- - -- Addition --------------- -. - -- _ Repairs- .. -------------- _ --- - - -- No. of Stories - -. -- ------------ - - -- To be constructed of--------- - -- - -- Kind of foundation -- -. -------------------------- ---- ------- --- - - - - -- -- - - -- Roof Covering - -- --- - - -_ --------- ------ ------ - - - -- Estimated Total cost of improvements $_ 1 L000.00-- - - - - -- -- -- --- -- -- - - -- Amount of Permit $ ------ 6.00-- -- ----- - -- - -- -- - - - - -- --- ---- - - -- -------- - - --- -- Zone cubage required- -- -- ------- ---- - - - - -- - ---------- - - - --- -- - - - - - -- - ----- - - - - -- -.Plan Cubage - - -- -- - --- - -- --------------------------- Distance to next nearest building ------- . - -------- _ _. _ - ----- Size of Building Lot____ ___ ___ __ ___ ------ ------------------- - -- -------------------------- _ Maximum live load to be home by each floor-__ -- .._ . _- -- -- - - - ------ - - - - -- -- --------- -- - - - - -- - - -- -_. --- I hereby submit all the plans and specifications foi said building. All notices with reference to the building and its construction may be sent to - - -- _ _ -- - - -- . --------- The undersigned applicant for this building permit doc hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such �iublic notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks -- -- - - - - -- - — - -- - - -- - -- - - -- -- -- (Signed) ------ - STATE OF FLORIDA, COUNTY OF DADE. I ss. Before me, .h,:= undersigned authority, a notary public, duly authorized to administer oaths and take a knowledgments, personally ap- peared ----- - - - - -- _ . -_. - --- - - - - -- -- - - - -- ---------------- ------- - - - - --- - - - - -- ---------- ----- --- - -- - -- -- - - - - -- ---- - - - - -- -- - -- - - - -- - - -- ----------------- -- - - -- - ----------------------- ------------------ --- -to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the _--------- ------ _ __ ------------------------------------ ------ ------ - ____.__-- __.___ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No ------- Date___ ______ Read, Sworn to and Subscribed before me. Disapproved - r - - - - - -- Date -- - - -- - -- - - - -- - ---- - - - - -- - - -- - - ------- - ----- - --------------- ------- Notary Public, State of Florida (Signed) - --- -- - -- - -- ---�-` -= - - ._ _ - -- Building Inspector My Commission Expires_ __ __- - - - -- _ . _ ___ _ __ __ _ __ __ __ ______ ________ PLANNING BOARD -_ _- . - - -- - -- - - -- ------- -- - - -- -DATE Chalkinan-- -- - - -- - - - - - -- ------- - -- - -- - - - - -- -- Member --- -- -- - - -- - - ---- - - -- -- - ------- - - - - -- - - - -- - -- - - -- - - -- - -- Member------- --- - -- - -- - - - - - -- - - -- - -- __1 - -- -- - -• -- .. .... Member - - -- - - - - - -- --- --- - - - - -- -- -- - - - - -- - - - ---- -- - - -- Member - ----- --- ---- - - ---- Member . _._--- Council Approved -- - -- - - - - -- --------- -_Date Disapproved -- - --- - - - -- --- - - -- -- - - - - -- --- --Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE t Date 12OLOI Job Address IAA c7 k��'L ` S` Tax Folio LeoDescr#dw Historically Designated: Yes No Owneatssee / Tenant M25 �?�^ =1 �(`t ' Q _C,� Master Permit # _ 1 owner's Address t `f 50 t i.E . j i> ;2 S i a -e G Phone � j 41 -2-770 Contracting Co. Address ;211-1 At' A-rA Q4 o 5'. �w�. L 9 1 2% State* �. zed 417 -ld Municipal # 3 2 Competency# 1 � 332— Ins. Co. Architect/Engineer Address Bonding Address Mort9w Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Z2. T`C 5?01a /74/7- by o rr -Tb Y, i) -Ti l-o D's - - - - ,- T Ft S Estimated Cost (value) coo C" c' WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtai'ui a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work Will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are wired for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT:. tify', I cer that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating tion and zoning. Fiutheimore, I authorize the above -named contractor to do the work stated. z b a Y2-0 / S- 41&e of owner = Pruddtt Date ignature of Contractor or Builder Date 5'^ -'A d Pf 4 Sby j �Ef r h�L T ?t c Notary as Z Owner or Prudent Date N as or Owber- Builder Date My Commission Expires: My Commission Expires: ��` �' MicheNe Gibson ,p�"'� Michele Qlbsat * *MY Comftsion CC85m * *MY Co scion �Rp xpiros August 18, 2003aMP�es 93, 2008 FEES: PERMIT — RADON C.F. NOTARY BOND 1 APPROVED: TOTAL DUE - 4� � Zoning Electrical Mechanical Plumbing Sttvctuml BUILDING ❑ ELECTRICAL ❑ PLUMBING ❑ ROOFING ❑ Owner of Building Architect MIAMI SHORES VILLAGE, FLORIDA DA PERMIT NY 6932 Work to be performed under this Contractor or Builder Legal Lot Description II Bl. Subdi- vision Contractor's License No. Address of Value of j Amount of Building Project $— _ ( 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 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 ac• cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY OT ' ' BUILDING ❑ ELECTRICAL ❑ PLUMBING ROOFING ❑ -- ❑ Owner of Building Architect MIAMI SHORES VILLAGE, FLORIDA PERMIT N? 4710 Work to be performed under this Permit_ Contractor or Builder Legal Lot Description — �) Bl. Address of Building Subdi- vision Value of Project 3 DATE Contractor's i License No. — Amount c Permit I This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device de herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in cc drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permi time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the c pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assur 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 c pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Mi cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. Ls.. J CONTRACTOR OR BUILDER '� BY AUTI BUILDING ❑ ELECTRICAL PLUMBING ❑ ROOFING ❑ MIAMI SHORES VILLAGE, FLORIDA PERMIT N104 4839 DATE— Contractor's License No. Work to be performed under this Permit— Owner of Building ,r Architect Contractor' or Builder Legal Lot > Subdi- Description — Bl. vision _ % Address of .r q Value of Amol Building 1 % �` ' ' r Project $ +' Perm: This permit is granted to the contractor or builder named above to construct the building or to install the equipment or devi herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further cond granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of pertaining to the work covered hereby whether shown on the plans or drawings cr in the statements or specifications and that he 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 pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY BUILDING ❑ ELECTRICAL ❑ PLUMBING ROOFING ❑ Owner of Building Architect MIAMI SHORES VILLAGE, PERMIT ETA 4816 Work to be performed under thii Contractor or Builder Legal Lot I Subdi- Description — Bl. vision Address of Value of Building Project $ This permit is granted to the contractor or builder named above to construct the building or to in herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the drawings, statements or specifications that may have been submitted to and approved by the proper n time if the work is not done in compliance with such ordinances or if the plans are changed without au granted is the understanding that the contractor or builder named above assumes the responsibility for pertaining to the work covered hereby whether shown on the plans or drawings ' or in the statements o7 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 her pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitte cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or e CONTRACTOR OR BUILDER BY BUILDING ❑ ELECTRICAL ❑ PLUMBING ❑ ROOFING ❑ Owner of - Building MIAMI SHORES VILLAGE, FLORIDA PERMIT N? 4811 Work to be performed under this DA' License N Architect _ Contractor or Builder Legal Lot I Subdi- Description ' Bl. vision _. ddress of Value of uilding � ' ' r' __ Project $ _ +) Per: Am This permit is granted to the contractor or builder named above to construct the building or to install the equipment or de herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performe drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. Thi time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further ca granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge ertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that I 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 wi pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authoritie cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY BUILDING ❑ ELECTRICAL ❑ PLUMBING ❑ ROOFING Owner of Building Architect Contractor or Builder MIAMI SHORES VILLAGE, FLORIDA PERMIT NO 4799 Work to be performed under this Permit— Legal Lot 4I Bl. Subdi- Description 4 vision DATE Contractor's License No. Address of t° ` . Value of Amount of Building w -_ Project $ (Permit w This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described i herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon wt granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinance pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respc 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 ordinance pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shor cepting 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 ❑ DATEM ` 195T PLUMBING PERMIT N° 5 013 Contractor's / ❑ License No. / -- ROOFING ❑ F Work to be performed under this Permit _ -- Owner of Building Architect Contractor ` or Builder Legal Lot j Description — -J a Address of Building 14 RA J Subdi- vision Value of — II Amount of Project k E II 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 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 cr in the statements or specifications and that he assumes responsibility 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 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 ac- cepting this (permit I,II.l assume ' responsibility for all work done by eith'r, yself, my agent, servant or employee. CONTRACTOR OR BifILDER BY AUTHORITY 6 BUILDING 9 ELECTRICAL ❑ PLUMBING ❑ ROOFING ❑ MIAMI SHORES VILLAGE, FLORIDA PERMIT Neb 4656 Work to ] ed under this Owner of Building'.. ! 4 : 7 l Architect Contractor or Builder Legal Lot . > j {f Description — ' I Bl. Address of Building �= — DATE Contract^ License No Subdi- vision r _ Value of ,. , Amount of Project $ 4-permit_. This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device descril herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compli drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit me time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upol granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordin pertaining to the work covered hereby whether shown on the plans or w gs or in the statements or speciJeaii s and that he assumes done by his agents, servants or employees. � 4e, Signed: 4 `. INSPECT' OR In conside lion of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ord' pertaining there and in s ct conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami cepting thi/e s e responsibility for all work done by either, myself, my agent, servant or employee. / t✓ CONT OR OR BUILDER BY AUTHOR BUILDING ❑ ELECTRICAL PLUMBING ❑ ROOFING ❑ Owner of Architect - ontractor or Builder Legal Lot Description, MIAMI SHORES VILLAGE. FLORIDA DATE PERMIT N® 9141 Work to be performed under this I. Bt Subdi- vision Contractor's License No. - - 95 Sq. Ft. Address of Value of Amt. of Budding Project $ 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 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. 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. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. } CONTRACTOR OR BUILDER BY AUTHORITY 17 MIAMI SHORES VILLAGE. FLORIDA BUILDING ELECTRICAL ❑ TE 195 PLUMBING ❑ PERMIT NO cto M ROOFING ❑ hsted L � eN ❑ Work to be performed under this Permit Owner of Building — ; Architect contractor or Builder Legal Lot I) Bl. Subdi- Description vision ' �� ScI. Ft. Address of Value of Amt. of Building Project $ 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 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. 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. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY 17 BUILDING ❑ ELECTRICAL ❑ PLUMBING ❑ ROOFING ❑ Owner of RTniI din rr MIAMI SHORES VILLAGE. FLORIDA DATE PERMIT No 9136 Contractor's License No. Work to be performed under this Permit____ 95 Architect - ontractor or Builder_ -� Legal Lot I Bi. Subdi- Description vision Sq. Ft. Address of Value of Amt. of Building Project $ 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 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. 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. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY 17 NOFICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: ClIR09710-1154 2001 MAR 01 11:50 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 deation of property and street. address: �� IN,3.6. log 2. Description of improvement: +%&o F :2 Q_ t(-e 3 ® ��h-r— t_T -�� 3.Owner(s) name and address: I" -5 S od,� ( AA- f S r--j (44s o Interest in property: Name and address of fee simple titleholder: b 57 MIA --I' 4. Contractor's name and address: A,(( A1 *5 b alI3 4,,eNCdJ3 s 4e.,r7- . S. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom by Section 713.13(1)(a)7., Florida Statutes, Name and address: 0 Aj '3.3 aa,* or other documents may be served as provided 8. In addition tohimself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is "Mod) nature of Owner Print Owner's Name 2 r;.., Prepared by PA' , '61,4 1 7 � r" Sworn to and subscribed before me this _ day of -x , 20 of jj J �, ,% su, a G1bW Address: a( j 3 L c df_r G � f *My Cortanissw CCSS308 rr t 33420 Notary .Public Ile g, 6mM AMUM 13,2W3 Print Notary's Name My EMires _ STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that thrs rs a true Copy Of the Original filed in this o/lrce on �...,., r day of WITNESS my hand and Official S al. 20� HARVEY RVVIN, CLERK, of c R and C my Courts ey D.C. pN0 COON u z 0 qQf eni�tdC! Appendix "E" UNIFORM ROOFING PERMIT APPLICATION j -- PROCESS No. Contractor's Name:_ 1( AT 0ir 5 � � Job Address: � tj F f -r ❑ 1.<0W_ Slope Application) ❑ (Asphalt/Fiberglass Shingles) ❑ New Roof aRe- roofing ROOF CATEGORY ❑ (Nail -On Tile) _ ❑ (Mortar- Adhesive Set Tile) ❑ ( Metal RoofstWood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft2) - 3 Sloped Roof Area (ft2) !Z 2 Total (ft') Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): ROOF HEIGHT AND SYSTEM DETAILS (Draw det ils as needed) 0 r Fastener Type: 114 ,Qti,�s k-�� Field: Perimetci ee,OL DLTALL 1 A lr,� " ` ` Y _ r ROOF PLAN ------------------------------------------- I i 1 ; r--- ------ -- -- -- � --- � ' , , ' i ' rte---- - =-• -- -- - - - - -- i i ; , ; , i , , to i 1 1 , ; : - - - - - - - - - - - - - - - - - - -' ' �*9 - - - - - - - - - - - - - - - - - - - - - - - - ' - - - ------------------ `��'`" -------------------------- -- ------------ - - - - -' -- I a• - _ -�— �- - �--------------------------- - - - - -' , ------------------------------------ - - - - -' Page -1 123.01.78 ,ues } Ridge Ventilation? MEAN HEIGHT_ Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. rlayntent SLOPED SYSTEM DESCRIPTION Fastener type & spacing: 'lee Cap Sheet i� S T '#ti 0 -1 3 - Roof Covering: tz- ROOFSLOFL r Drip edge: Oki D E T A I L' 3 ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals s TILE � it CALCULATIONS / gPCA: (Pmax 1: � (Aerodynamic Multiplier): Mg: <V = Mri: � / , j) - (Pmax3• J (• ! x X (Aerod)namic Multiplier): v� ) MQ: f_�L = Mr,' PCA: ' (Pmax3: Y X (Aerodynamic Multiplier): •; !) - Mg: 5S? = Mr}.2 " PCA: 9 to L Page -2 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 all the minimum requirements and standards of the indus- try 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. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roof- ing 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.) S�3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. town- houses, 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. 'iy_-__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 under- side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. 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 roof- ing 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. 4�K 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structur- al assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider venting which can result in extending the service life for the roof. �L& The owner may contact the Miami -Dade County Consumer Services Department for further information regarding the above. Ownees/Agew's Signature Date Conuaactoes Signature 123.01.12 PAGE 2 7/99 f WAINII-DADE COUNTY, FLORIDA m METRO -DADE FLAGLER BUILDING vier Your BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING + 140 WEST FLAGLER STREET SUITE 1603 _ � -' MIAMI. FLORIDA 33130 -1563 CE (305) 375 -2901 FAX (305) 375 -2908 Lifeti NT ACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2559 ;`F 331" -- - CONTRACTOR ENFORCEMENTSECTION 3. (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION 11C�Odi1C_p�r0.0_ f (305) 375 -2902 FAX (305) 372 -6339 - r I iiiM �� i ►Vii y{l. f'f LV er apter 8 of the Code of Miami -Dade County overning the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO 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. ccep anc,eNo.: 9- 1.0(2.02 evises o.� _ ,_ xpires. 2 1 Raul Rodriguez - Chief Product Control Division THIS IS THE' COVERSHEET, SEE ADRITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco J. Quintana, R.A. Director 1 of 9 Miami -Dade County , Approved: 12/30 /1999 Building Code Compliance Offic, MONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I. SCOPE This revises a roofing system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Category: Prepared Roofing Sub Category: Low Profile Tile 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Monier Lifetile LLC 1= 16%2" PA 112 Low profile, interlocking, high pressure Villa & Roll w = 13" extruded concrete roof tile equipped with %2" thick one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Monier Lifeitile LLC L = 17" PA 112 Low profile, interlocking, high pressure Capri Tile W= 12 3 /3" .,. extruded concrete roof tile equipped with %" thick one nail hole and double roll ribs. For - direct deck or battened nail -on, mortar or adhesive set applications. . Trim Pieces 1= varies PA 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. 3n:2 . * Frank Zuloaga, RRC Roofuig Product Control Examiner MONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 Y NO`fICE OF ACCEPTANCE: STANDARD CONDITIONS 2.1 Components or products manufactured by others FrZkZuloaga, RRC iL O Roofing Product Control Examiner 3 Test Product Product Dimensions Specifications Description Manufacturer Rainproof II 30" x 75' roll PA 104 Single ply, nail -on Protect -O -Wrap, 36" x 75' roll underlayment with Inc. or 2" self - adhering top (with current NOA) 60" x 75' roll edge. Ice and Water 36" x 75' roll PA 103 Self - adhering W.R. Grace Co. Shield underlayment (with current NOA) Wood Battens Vertical Wood Preservers Salt pressure generic Min. 1 "x 4" Institute LP — 2 treated or decay Horizontal resistant lumber Min. 1 "x 4" for use battens with vertical battens or Min. 1 "x 2" for use alone Tile Nails Min. 10dx 3" PA 114 Appendix E Corrosion resistant generic screw or smooth ,. shank nails Tile Screws #8x 2' /z" long PA 114 Appendix E Corrosion resistant, generic 0.335" head dia. coated, square 0.131" shank dia. drive, galvanized, 0.175" screw thread coarse thread wood dia. screws Roof Tile Mortar N/A PA 123 Prepared mortar Bermuda Roof ( "TileTiteTM ") mix designed for Company, Inc. with mortar set roof tile current PCA applications. Roof Tile Mortar N/A PA 123 Prepared mortar Quikrete ( "Quikrete® Roof mix designed for Construction Tile Mortar mortar set roof tile Products with # 1140 ") applications. Current PCA . FrZkZuloaga, RRC iL O Roofing Product Control Examiner 3 MONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.02 APPROVED :December 30,1999 EXPIRES :December 16, 2002 y NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Product Roof Tile Mortar ( "BONSAL® Roof Tile Mortar Mix") Roof Tile Adhesive ( "PolyproO AH 160 ") Roof Tile Adhesive TileBond Hurricane Clip & Fasteners Test Product Dimensions Specifications Description Manufacturer N/A PA 123 Prepared mortar _ mix designed for mortar set roof tile applications. N/A See PCA - Two component polyurethane adhesive designed for adhesive set roof tile applications. Factory premixed See PCA Single component canisters , polyurethane foam roof tile adhesive Clips PA 1 14 Appendix E Corrosion resistant Min.' /" width -- clips with corrosion Min. 0.060" thick resistant nails. Clip Fasteners Min. 8d x 1 ''V4" -, 3. LIMITATIONS W. R. Bonsal Co. with current PCA Polyfoam Products, Inc. Flexible Products (with current NOA) Generic 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix W. Such testing' shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applicatiozZuloaga, s shall be incompliance with chapter 29 of the SFB RRC R oofing Product Control Examiner .> 4 ' MONIER LIFETILE LLC ACCEPTANCE 'No.: 99- 1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOVICE OF ACCEPTANCE: STANDARD CONDITIONS 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations . Table 1: Aerodynamic Multipliers - X (ft') Tile Profile X (W) Batten Application ;L (ft3) Direct Deck Application Monier Lifetile Villa, Roll and Capri Tile 0.267 0.289 Table 2: Restoring Moments due to Gravity - M (ft -lbf) Tile Profile 3 "•12" 4 "•12" 5 "12" 6 "•12" 7 "•12" or greater Monier Lifetile Villa, Roll, and Capri Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.57 6.30 5.48 6.18 5.37 6.05 1 5.24 5.90 5.09 5.73 Table 3: Attachment Resistance Expressed as a Moment - M, (ft -lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19132" plywood) Battens Monier Lifetile Villa, Roll, and Capri Tile 2 -10d Ring Shank Nails 27:8 37.4 26.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails'l 43.0 5-M 1 Installation with a 4" tile headlap and fastemers are located a min. of 2' m ead of ti )e. rank Zuloaga, RRC Roofing Product Control Examiner `� 5 ' 1 MONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 r NOVICE OF ACCEPTANCE: STANDARD CONDITIONS Table 4: Attachment Resistance Expressed as a Moment Mt (ft -lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile 86.614 Resistance Monier Lifetile Villa, Roll, and Adhesive 26.13 Capri Tile 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 4A: Attachment Resistance Expressed as a Moment - Mt (ft -lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Polyfoam PolyProTm 86.614 -Polyfoam PolyProTm 45.55 4 Large paddy placement of 54 rams of Pol Prol. 20.60 5 Medium paddy placement of 24 rams of PolyProTm. Table 4B: Attachment Resistance Expressed as a Moment - M,(ft -lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Monier Lifetile Villa, Roll, and Mortar Set' 20.60 Capri Tile 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo,' or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. . 6.1.2 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. uloaga. RRC Roofing - Control xaminer `� 6 MONIER LIFETILE LLC ACCEPTANCE-No. : 99- 1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS PROFmE DRAWINGS H" F Villa MONIER LIFETILE VILLA CONCRETE ROOF TILE MONIER LIFETTLE ROLL CONCRETE ROOF TILE Frank Zuloaga, RRC J Roofing Product Control Examiner 7 MONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS MONIER LIFETILE CAPRI CONCRETE ROOF TILE u oag5aP, C J Roofing Product Control Examiner 8 i✓IONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 4 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, 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: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 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 Miami -Dade County, Florida, and followed by the expiration Gate 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 time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages l through 8 and this last page 9. END OF THIS ACCEPTAN s rank Zuloaga, RRC J Roofing Product Control Examiner 9 C- AIF'MA1ERIALS CORPORATION :.c Type I�,,, Vood, Non - insulated NIC—IVI &011-c o e� GI1;'�!'I 10:33 P.OIo�G3� Acceptance No: 00 -033 t.1 S Heel: Descril lion:' , ";�," or greater, plywood or wgod plank decks ' " ystetrt Typo A(2) Ease sleet mechanical fasten- ed. All General and System Limitations shall apply. Sa.,c;Sheet: GAFG �ASS MY AFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 42, A 4D, GAFGLAS FlexP1y, GAFGLASe STRATAVENTT Nu'lable, RUBE ROID Modified Base Sheet or RUDER0179 20 applied to the deck with - approved annul ring 51tank, nails:and ntftfi utr:;;i :" tin cap; at a rstec:cr sFaccnr h, o.c, at the lap, 'o. c. in ,w„ ro�tis "stag*ered ;.long thr cen:er,ine ufthc sheer ►`n the MAT 'Two o h e pties o GAFGLAS :.Y 4d , AFGLAS F'lexPly 6 or GAFGLAS9 PLY y ''76 p y sheet adF.ered to i'u'il mopping of ei proved asphalt applied wi6in the EVT range an at a,rate of 20 -40 lbsJsq Cap Sheet: Optional) One ply- of.GAFGLAS :�4iti ' 1 SLefaced Cap Skeet adhered in a fall mopping cfapproved asphalt aanli %d tivitrthe EVT ranee and at a rate of 20-A" ii;s-tsq i2 d.l Surfacing: (Required if no cap sheet is used) Install one of the following: LGAF WEATHER COAT6 Emulsion with an application rati: of 3 galJsq.; or GAF ` Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gallsq.. 2. Asphalt flood coat at an application rate of 60 lbsJsq. * 201/6; plus gravel or stage with an application rate of 400 lbs.lsq. & 300 lbslsq., respectively. Maximum Dcsign . Pressure: -45 psf. (See General Liritation #7) Maximum Firs Classification: See'General Limitation #t, Max:MU n Sop-!: See General Limi!atiert # - Specification N-,.: N- 8-3 -G, N- B -3 -C, N- 9 -3 -M, N-134-G, N -i3 4 -G'P , N -B -� -u . -13- - �!'PG, Tv'- 8.4-C, N.B- 4 -GP6, N- B -S -C, N- B- S -C /PC, N- B -S -G, N -9 -5 -G, M, N- B.S.M. N- 13- 3-4t! ?6 - I5 0132 Frank Zulcaaa, RRC Roofing Prodcct Centro[ E.carni .nr $ CfRTUET Rfa SJPP lv . Oi1i5 /01 10:16 P.6011032 I ' MIAMI -DARE COUN" rY, FLORIDA METRO•DADE FLAGLER BUILDING I14JILDISC COOL COMPLIANCF. OFFICE NIETRO.OADE FLAGLER BUILDING ,:J V, EST FLAGLER STREET. SQ171E 16.73 sttq�li.FLORIDA 33130 -IS63 (305) 373.2931 FAX (305) 375.290 You' a . 3licati .n i'v: p 1 F Cunvent(olml 8 CONTIL%CTOR I. OSING SVCT10% t33S) 373.2327 F.L.\ t3oS) 773.53 CONTRACTOR f,YrOItCC.%t/:,YT$EcTtO.,i (10:373.2956 FAltt30_)37S•2101 - FRODCCT CONTR01.Oty tsiol (301373.2903 ONK (305) 37:•6339 uaui:r wiapmr a et tlic LOCK of Miami -Dade otti t� o ref s •'� ;,`- rnNiL :tteri:lls and Types of C- nstraction, and eomnlet;iy described herein, has beea recomniendzd for acceptance by the :Miami -Dad- Ceuitty Building Code Compiionce Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration da,e stated below. 3CCO reserves the right to sx.ire this product or material at anytime from a jobsite or manufacturer's plant fer quality control testing. If this product or material fails to perform in die approved manner, BCCO may revoke, modify, or suspend the' use Of such product or material initnediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product o. material ;ails to meet the requirements of the South Florida Building Code. - The expense of such testing will be incurred by the manufacturer. •�! r�cceptitr►c b •00 -8331 IS ��= E1piros.11l0412003 haul Rodrigauez Chicf Product Control Division THIS IS THE COVERSHEET, SEE AOD-ITIONAL PACES FOR SPECIi'IC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This applicatioll for Product Approval has bemreviewed by the BCCO and approved by the Building, Code a:td Product Review Committee to be used in Dade County, Ciorida under the conditions sat fortli nbove. •COtiCi5CO UttltStiti.l�.:�. ` Director I of 32 Miatiti -Ih:de Courtly Ahli roved: 06129l2000 Buil(Iin., Code Coili 3j:uice Office Internet tna>I address: postm aster* bulldinRcod ton fin e.com CENTURY RF-; MPH- CAF - MATERIALS CORPORATION ROOFING SY5TENI APPROVAL 0111.01 10:17 f.�01 /032 Acceptance No: 00-0 13 �'a!r•_ur�' Itooi111-2 - �;;;r�na. Daw:.Junc?').3000 Sah•Cr.te a��: OUR Tv,-:c: In Jnte: Nrivcntbcr 04, 2003 ;r: Woad !LlaximLnn D&:si -vn ?rrsstcrc -75 psf riri C {ass: t'eLtid;t: Sec Geller: I Uniitatiorl #I TRADE NAmr- -S OF PItODI C'I'S lANi;F'ACTCTtEU OR LABI:(.CI) IIY APPLICANT: Test Product ProO tct Dilltuhslons succilicatioll D69cription GAF Asphalt 5,55 sall&s ASTM D 4 1 Asl:hr.it concrete primer used to promcte Concrete Printer adhesion of asphalt in bu'lt -up roorvig. Cl1F Mineral Shield ID GO ib. ba,s ASThI D 1863 Cranules For surfacing ofexposed asphat. Granules cold process cement or emulsion. GAF Mineral ShieWe Granules shall be used I'or tiashinu applications only. GAF WeatherCoate 5 gallons ASTM 1227 St:rfacc coating for smooth surfaced roof's. Emulsion I I.. ��, GAF Premium 1.5 gdlons ASTM D 2824 Fibcred alumiavoi contim, Fibered Aluminum Roo f Coating CAF 3etbla All 1, 3 gallons ASTM D 3019 Reined asphalt bicnded with a mincral Weather Plastic ASTM D 3409 stabilizer and I.bcrs. Permits aAcsion to Cement wet and dry So, faccs. RUBE-ROID'O 5 ga!!ons ASTtii D 4536 Fiber rcin.`orced. polynl:r modifted Modified Bitumen Fiashing cctneIti_ Flashing Celliaa - Jetblack PrClniL;nI 5 gsilons ASTM D 4536 Asphalt dashing Ce.nent Flashing Cen :en: . . GAFGLAS,e # ?5 3 sq. roll ASTi✓1 D 4050, Aspl;alt imprc,nated and coated g:a;s tv.a: 75 !b. roll base sheet. rAFGLAS #BO 2 Sq.. Roll ASTM D-:601 Asp:mk in!prc- guatcd and coated. `fiber -lass L'Itima Base Shect 70 lbs.,roll base slice: CA F-GLAS Pl• &'D 5 sq. roll ASTM' D 2175 Type VI asphalt ;rnpregnated grass feit 45 lb: .roll ;vit!1 asphalt coating,. . 1 3 jr33 •ran • Zuloag-a, RRC RcofinS Product Control Examiner .J ;FRTM RFG SOHO- CAF MATERIALS CORPORATION Product Dimen, ions GAFG1,AS Flex 5 sq. roll PIyTM 6 45 lb. roil GAFGLAS Ply 40 5 sq. roll GAFGLASG 76 lb. roll Mineral Surfaced Cap Sheet GArGLASO 60 lb. roll STRATAVENTV Perforated GAFGLASe Eashirg various GAFGLAS9 69 lb. roll STRATAVE T Nailable . . RUSEROIU Modified 3 sq. roll Base Sheet' 67 lbs. GAFTEMP9 (scthcrcn R Tapered GAFTEMP® Isotherm R GAI=TEMP Isotherm RA Tapered GAFTEMP Isotherm RA CAF i EMP Isotherm RN* Tapered GAFTEMP Isotherm RN various various various various various various 'Test Specification ASTM D 2178 ASTM D 2175 AST!vt D 3909 011?5l0I 10:27 P.003l032 Acceptance No: 00 -03 31.13 Product Description Type_ VI asphalt impregnated glass fiat %vit!t asphalt coating. Type IV asphalt impregnated glass felt with asp`talt coatinb. Asphalt coated, glass fiber mat cap shect surfaced with mineral granules. ASTM D 4897 Fiber Blass base sheet impregnated and ID 3671 coated an both sides with asphalt. Surfaced oil the bottorn side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass finer mat flashing sheet available in three sizes. ASTM D -489 Fi' er glass base sheet impregnated and D 3672 coated or both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D4601, Premium glass fiber reinforced SSS- Type 11, UL modified base sheet Type G2 BUR PA 110 Poly isocyanu rate foam insulation. PA 110 Tapered Polyisocyanurate foam insulation PA 110 Potyisocyantera ,.e foam insulation PA 110 Ta ;e -ed Polyisocyanuratc foam insulation PA 110 Polyisocyanurate foam insulation PA HO Tapered Po lyisocyanu rate foam insulation GENTORI Rr "G CAF MATERIALS CORPORATION Product GAFTEM.F9 Composite Tapered GAFTEMP9 Composite GAFTEMPS Composite A Tapered GAFTEMPO Ccn' posite A GAFTEM?3 Composite Ni Tapered GAFTEMPO Composite N GAFTEMPO Fiberboard GAFTEMPV PerrnaliteO GAFTEMP Recover Board GAF' MPe High Density Fiberboard GAFTITER; s: i 2 Standard Roofing Fastener 0AFTITEJP #14 [Davy Duty Roofing Fastcnc- GAFTITE ASAP PA 114 4 or-'2 Pre - assembled CAFTITE Fasteners and mct.t and pIa�t+'e&- latrsr � -` Tcst Product Dinlensinnj 5reci(icatinn Description - various ?A 110 Polyisocyanirate foam insulation wiO high density fiberboard or Pertttal'te perlite insulation. various PA 110 Tapered PoIvisocyanurate foam insulation with high density fiberboard or Per..-nalite perlite insulation. various PA ! 1C, PoIyisocyanurate foar., insulation with high density fiberboard or Permalite perlit: insulation. various PA 110 Tapered PoIyisocyanurate foam insulaticn with high density fiberboard or Perrnalite perlite insulation. various PA 110 PoIyisocyanurate foam insulation with high density fiberboard or Permalite perlite - insulation. various - . PA 110 Tapered PoIyisocyanurate foam insulation with high density tberboard or Pertiialite perlite insulation. various PA :10 Fiberboard insulation. various PA ; lU Perlite insulation board. 1/2" thick PA 110 Perlite recover board various PA I to High density wood fiberboard insulation. ?A 1:4 Insulation fastener for steel and plywood decks. ?A 1:4 Insulation fastener for steel, wood and concrete decks. PA 114 4 or-'2 Pre - assembled CAFTITE Fasteners and mct.t and pIa�t+'e&- latrsr � -` MIMI VG SUH0. GAF MATERIALS CORPORATION Cl!ZS /C! 10::3 :.005;032 Acceptance No: 00.0:31.15 Test Product - Protluc t I)imcnsions Specification Descrietiq-q GAFTITEV Base PA 114 Base sheet fastening assembly. Sheet Fastener and Plate Galvalurie Plates 3" and 3 '/" PA 114 Round galvaluire stress plates. NTB Fasteners PA 114 Fastener for use in gypium, tectunt and - lightweight insulating concrete decks. Polypropylene Prates 3" and 3 rs" PA 114 Round polypropylene stress prates. RuberoidQ 20 1.5 sq. roll ASTM D 5147 SBS modified asphalt base sheet and 95 lbs. interply sheet reinforce with a glass fibe mat_ Ruberoidg Mop 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Granule 103 lbs. polynner modified asphalt and surfaced with mineral granules. RUBEROID MOP 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Smooth 87 lbs. polymer modified asphalt and smooth surfaced. RUBEROIDO MOP I sq. roll ASTM D 5147 Non -woven polystcr'mat coated with PLUS 102 lbs. polymer modified asplutlt and surfaced with mineral granules. RUSEROID3 MOP I sq. roll ASTM D 5147 Non -Woven polyester mat coated with fire 170FR 103 lbs. retardant polymer modified asphalt and surfaced with mineral granules. RUBEROIW MCP 1 sq. rolr ASTM D_5147 Non- Wover. polyester mat coated with fire FR 105 lbs. retardant polymer modified asphalt and surfaced with mineral granules. RUSEROIDCa ~t sq. ro'r ASTM D 5147 Heavy duty, polyester reinforced, asphalt TORCH Smcoti 87 ibs. modified bitumen membrane, smooth surF.ce. RUBEROIDV l sq. roll ASTNI D 5147 Heavy duty, polyester reinforced, asphalt TORCH Granule 102 lbs. modified bitumen ntembrune, granule surf =. RUBEROIDS % sq.,roll ASTM D 5147 Heavy duty, polyester reinforced, asphalt TORCH PLUS 93 lbs. modified bitumenbrar}c t surface 5 of 32- ___ CEl'TORP RN SMO GAF 11 ATERIALS CORPORATIO. — Product DlrrlMiOnS RU13ERO :D�9) 'i. sq. roll TORC14 FR 90 lbs. RUBEROIDO 30 1 sq. roll 92 1bs- RUBEROID� 37 FR 1 sq. roll 92 ibs. RUSEROID Isq. rol! ULTRACLADiy SBS 101 lbs. Vent Stacks (metal and plastid GAF Aluminum 5 gallons emulsion RUBEROID h 109. Roll ULTRACLAD u SBS 101 lbs. GAF Aluminum Roof 5 gallons Pai:tt GAF Built -Up Roofing AspFz't RUBE PLO ID :Y1OD Asphalt RUBE10*0 MOD Asphalt L RUSEROID MOD Asphalt P 100 lb. cartons, bulk 60 lb. kegs 01125/01 10:29 P.006 /F 2 Acceptance No. 00-033 1.1 i Tcst Product Specification Dcscrirtion ASTM D 5147 Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen n, embrane. granule surface. ASTM D 5147 Non woven fiberglass mat coated with polymer modified aspl :alt and surfaced with mineral granules. A S T 1'f D 5147 Non woven fiberglass neat coated with fire re,ardzrnt polymer modified aiphait and surfaced with mineral granules. ASTM1 D 5147 Woven fiberglass mat coated with Poynter modified asphalt and surfaced with a'.urninum, copper or stainless steel foil. PA I00(A) One way valve vent used to relieve built - ASTM D 1929 up pressure within the roof system. GAF ASTM D 635 Vent Stacks are available ir metal or plastic. 'one Mineral colloidal bituminous emulsion with reflective aluminum flakes ASTM D 5147 Woven fiberglass mat coated with Polymer modified asphalt surfaced with alumirurn, copper or stainless steel foil. ASTM D2824, Non- fibered. alunditum pigmented, asphalt Type I roof coating -> ASTM. D3 12, lrte:ply mopping and surfacing asphalt Types 1, 11, IT" and IV SIBS modified asphalt SEES modified asphalt SEBS modified asphalt 6 o f 3'3 uloaga, RRC Roofing Product Control Examiner 1. ,II CERTORI RPG NPH 0112501 I$:i3 P.00TIO ?? GAF MATERIALS CORPORATION Acceptance No. 00.0331. :5 Test Product Product Dimensions cciPication Description GAFTENNIP Various PA 1 10 Fo.yisocyanarate wood fiberboard Composite A cctnposite GAFTEMP Tapered Various PA 110 Tapered PotyisocyanurateAvood fiberboard Composite A composite GAFTEMMP Various PA 110 Polylsocyar.uratdwood fiburboar�- Composite N composite GAFTEMP Tapered Various PA 1'.0 Tapered Poly isccyar.urate: wood fiberboard Composite N composite GAFTEMP Tapered Various PA 110 Tapered polyisocyanumte foam Isotherm R GAFTEMP Tapered Various PA 110 Tapered polyisocyanurate foam Isotherm RA GAFTEMP Tapered Various Tapered polyisocyanurate foam: Isotherm RN GAFTEMP various Cut perlite board GAFCANTT" GAFTEMP Various Tapered perlite board GAFEDGETm Tapered Edge Strip GAFTEMP Various PA 110 Tapered perlite board PERMALI E® Tapered Roof -> InsLitttion GAFTEMP Reccver X12" thick, PA.:10 Perlite board Board Various sizes Shingle- MatcT`t 4 sq. toll Fiberglass rein`'orced shingle - L'rderlayzncnt 30 Ibs. urderlayment GAFTITEO ASAP 500 per box PA 114 Pre- assembled fastener and metal and plastic plates - 7of32 ran • Euloaza. RRC Roofing Product Control Exwnincr 0. CERiRR1 Rr "G SM'61- CAF ,MATERIALS CORPORATION TRADE NANTES OF PRODUCIrS INIANUFACTLIZED BY OTHERS: Test Product Product Dimensions Snccirication Descri Lion Pyrox various PA 110 Polyisocyrnurate foam insulatioi ACFoarr. I vnri.�tjs PA 1 ! 0 Polyiscc-vanurate foam insulation ACFoarn 11 various Hy -Therm Naii -!ir.e va: io►:s Hy- Therm SP 1- y -Therm AP Hy -Therm Stable R I3y -Therm White Line Anchorboncr Fastener Dgkfast Fasteners 4 :4 Dekfast Hex Plate various PA t10 Polyis(xyacu: ire foam insu laticn PA 110 Pclyisocyanurate foam insulati= PA 110 Polyisocyanura:e foam insulation. Acceptant= No: 00 -P) 31.13 various PA 110 Polyisocyanumte foarn ° insulation various PA 110 Polyisocyanurate foam insulation various PA 110 Polyisocyanurate foam insulation PA 114 Insulation fastening assembly FA 114 insulation fastener for steel and concrete decks 2 7%5" x PA 114 Galvalu ne hex stress plate. 3 1 '4" Dekfast Lock Nate 3" x 3 I144 PA 114 Pc!ypropylcnc locking plate. Nfanuftcturer Apache Products Co. (with current PCA) Atlas Energy Products (with current PCA) Atlas Energy Products (with current PCA) Celotex Corp. (with current PCA) Cciotex Corp. (will: currettt PCA) Celotex Corp. (with curre(it PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Construction Fasteners Inc. (with eL:rrent ?CA) Construction Fasteners inc. (with current PCA) Constructior. Fasteners Inc. (wi:h current PCA) Y B� HUM M. SUP?li. CAF MATERIALS CORPORATION Product Dckfalst Fasteners 1114 Dekfast Fasteners NQ (SG 95+ Composite Asphalt Asphalt Primer EPS Test Product WWII II 10:30 P.009/132 Acceptance No: OC -03 31.15 Dimensions Sec' cation Description Manufactq_rer PA 114 Insulation Fasteners For Construction various High Density Wood various Fiberboard Pelite/Urethane various Composite Perlite insulation various Polyethylene 4 mil min. Red Rosin various RooringNails Minimurn # 12 Tin Caps Min. 32 ga. x 15/8" X113 a'urnir.urn rcoF coating Dens -Deck various board insulation PA 110 Perlite insulation board generic Vapor barrier / Air barrier, ;generic Rosin paper for barrier layer generic on wood decks PA 114 Corrosion resistant annular generic ring shark nails Ccrrosion resistant circular generic discs. PA 121 AlJminum rooPcoating Grundylndustrics (with current PCA; PA 110 Gypsum insulation board. Georgia Pacific (with curren PCA ► r 9 OF 33 Frank Zploaga, RRC Roofing Product Cotlitol Exarnincr concrete decks (;asteticrs Itic. (with current PCA) PA 114 Insulation fastener for steel Construction and wood decks. Fasteners [tic. (with current PCA' ) PA 1 i 5 Polyisocyanurate / perlit, Firestone ridged insulation (with current PCA) ASTM D 312 Type III or IV Not asphlat generic bitumin adhesive ASTNI D 41 Asphalt Primer generic PA HO Extruded polystyrene generic insulation PA 110 Wood fitter insulation board generic PA 110 Perlite l urethane composite ¢eneric RooringNails Minimurn # 12 Tin Caps Min. 32 ga. x 15/8" X113 a'urnir.urn rcoF coating Dens -Deck various board insulation PA 110 Perlite insulation board generic Vapor barrier / Air barrier, ;generic Rosin paper for barrier layer generic on wood decks PA 114 Corrosion resistant annular generic ring shark nails Ccrrosion resistant circular generic discs. PA 121 AlJminum rooPcoating Grundylndustrics (with current PCA; PA 110 Gypsum insulation board. Georgia Pacific (with curren PCA ► r 9 OF 33 Frank Zploaga, RRC Roofing Product Cotlitol Exarnincr CIITgF9 E F I �nF2it CAF MATERIALS CORPORATIOY Olii�!01 10:30 o,0i0!332 Acccptancc Nor 00.0331.15 Test Profit et Snc Product n;mensien3 ci� bcscription Manufacturer i %:2 RcofariF PA I i4 Ir.sulatiort f 3tener for steel 1TW Buildex or wood decks (Willi current PCA; 914 Roofgrir PA 114 l:tsula :ion fastener steel, ITW Buildex wood or concrete decks (with current PCA) Gripd;k Fastener PA 1 14 . insulation Fastener ITW Buildex (Kith current PCA) l4excel i✓astencr FA 114 Insulation fastener ITW Buildex (with currert PCA) Hextra PA 114 Insulation fastener and metal ITW Buildex cr plastic plate (with current ?CA) Standard Plastic 3" round PA 114 Folyclef►n plastic plate ITW Buildex Plate (with current PCA) ISO 95f various PA 110 Polyisocyanurate foatn Firestone insulation (with current PCA) E`NRG'Y -2 various PA 110 Polyisocyanurate foant NRG Barriers, Inc. insulation (with current PCA) ISORoc various PA 110 Polyisocyanurate foam % NRG Barriers, Ir.c. rockwool ccmposite (with current PCA) insulation Olympic Standard 3" round PA 114 3" round ga!va!utre Olympic AZ55 steel plate Manufacturing .�. Croup, Inc. (with current PCA.) Olympic Fastener PA ; 14 Insuladon fastener Olympic # 14 Manufacturing Group, Inc. (with current PCA) Olympic 3.25" round PA 114 Pclypropylen: Olympic Polypropylene plastic plate Manufacturing Group, Inc. (with current PCA) l0 of 32 Frank Zuloaga, MC Roofing Product Ccntrol Examiner HMO FI:, SAP H 0112�/CI 10 :�! t',911i�32 G.• IT MATERIALS CORPORATION' - No 00- 0331.13 Test Product r duct Dimensions Specification ncscri ptt ion Manuracturer Olympic Fastener PA, (1» InsLiation fastener OI Ympic 412 Manufacturing Group, Inc. (with current PCA) Olympic Fastener PA 114 Pre - assembled Insulation Olympic AiAP fastener and plate Manufacturing Group, Inc. (with current PCA) Olympic CR Base PA 114 Irsulation fastener asscrnbly Olympic Felt Fastener and for Base Suet fasteninb Manufamrine Base Sheet Disc only Group, Inc. (with current PCA) G1asFast Fastener PA 114 Insulation fastener assembly Owens- Corning with recessed plastic plate Fiberglas Corp. (with current PCA) Paroc Base Board various PA 110 Rockwool insulation Partek, Inc. (with current PCA) Paroc Cap Board vsuious PA 110 Rockwool insulation Partek, Inc. (with current PCA) Multi -Max various PA 110 PoIyisocyanurate Foam Rmax, Inc. insulation (with current PCA) Multi -Max FA various PA 110 Polyisocyanurate foam Rmax, Inc. insulation (with current PCA) U1traGard various PA 110 Polyisocyanurate foam Schuller insulation laternational Inc. (with current PCA) insul -F't&x Fastener PA 114 Insulation fastener fcr steel SFS %Stadler ' and wcod decks (with current PCA) Insal -Fixx P 3" round PA 1 I4 roind polyet;tylene stress SFS /Stadler plate (with current PGA) Rawl Fasteners ?A 114 Insulation fastener for steel The Rawlplug 412 and wood decks Company Inc. (with current PCA) 1 I of 3? Frank Zuloaga, RR' Roofing Product Control Exantiner I • OERTORI Rr"; SOPPO- GAF MATERIALS CORPORATION VJE 2 duct Raw! Fasteners »I4 Rawl 2" Plate Rawl 3" Pate Rawlite 3" Piave Super Prep 11 Tru -Fast DL Tru -Fast Plastic Plate Tru -Fast MP -3 Tru -Fast HD Tru -Fast t: itra Tru -Fzst DP Tru -Fast TP Structodeck 01!.5!01 IO :�i P.0121032 Acccptarce No: 00- 0331.15, Tcn. t Product i tensions S ccitieaticn Description !Vlstnufacturer PA 114 insulation fasterer for use an The Rawlplug steel, wood or concrete Company Irc. (with current PCA) 2" round PA 114 2' round galvalume AZ55 The Rawlplug membrane plate Company Inc. (with current PCA) 3" round PA 1 :4 3" round balva'uaie AZ55 The Rawlplug steel Plate Company in:. (with current, PC.A) 3" round PA 114 3" round galvalume AZ55 The Rawlplug steel plate for use ivith Company Inc. Rawlite fasteners (with current PCA' ) PA 121 Roof coating Thermo- Materials, Inc. (with current PCA) - -PA 114 Insulation fastener for steel, Tru -Fast or wood (with current PCA) 3.04" round PA 114 3.04" round polyethylene Tru-Fast plastic plate (with current PCA) 3.23" rcu -nd PA 1 W 3.23" round galvaiutnc Tru -Fast AZ50 steel plate (with current PCA) PA 114 Insulation fastener for use Tru -Fast in wood, steel or concrete (wi:h current PCA) ,decks PA 1:4 Stainless Steel fastener for Tra -Fast ' use in steel, wood and (wi:h current PCA.) , concrete de =ks PA 114 insulation fastener for use in Tru -Fast steel or wood decks (with current PCA.) PA 114 Insulation fastener for use in Tru -Fast steel or wood decks (with current PCA) carious PA 110 High density wood fiber Wood Fier �-- dustrics-- t 'ttt cu nt PCA) 12 or33 } - Frank Zuloaga, RRC Roolirg Product Control Exarnircr ' 3 <.•Awe HUM P.FG SUPPO CAF INIATERTALS CORPORATION EViDEhCIE SUBMITTED: Test Adencv Fa.tary Mutual Research Corporation Factory b-futaal Research orporation actory MutLa. Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Rescarch Corporation Underwriters Laboratories, Ire. Dynatech Engineering Corporation Dynatech Engineering Corporation Tcst TOntilicr FMRC 1995 J.I. I V8A4.AM J.T. 2B8A4.ANI J.1. 389Ql.AM J.I.ODOA3.A;V, J.I.ODIA8.AM J.I.OY9Q5.AN1 J.I.3 X3A2.A'v! J.I.OY9QS.ANt R1306.87NK 11819 #3600.02.95 -1 94482.02.95 -1 OI /iS,01 10:31 P,013 /0 "s2 Accratance No: 00- 0331.13 DcscriBtion Date Current Insulation 01.01.96 Attachment Requirements Wind Uplift - 06.28.93 FMRC 4470 - PA 1 14 Wind Uplift 07.02.97 ARC 44704 - 01.089s 07.09.99 Wird Uplift 07.29.94 F.ARC 4470 - PA 114 04.01.98 Wind Uplift C8.02.94 FMKC 4470 - PA 114 Wind Uplift 07.39.94 FMRC 4470 - PA 114 Fire Resistance C lassification 0 1.0 1 :93 UL 790 - PA 114 Wind Uplift 0103.95 PA 114 Wind Uplift 03.02.94 PA 114 10INTURI RFG 60MIJ '10:39 F-.,301;032 (-.%F MATERIALS CORPORATION Wood Deck (;.•stcm Umitations; Jzce L 'ccj;.III,.C1lIv A s'*p s'Ittec is rcqtl;rc.l with Ply 4'R F,t..N P.Y flk 6-9 w:x:1 *astend base Or .111CIlor slicet. 2 '4- Type X gypst;jjj board is acccptable t:) be i:isfa!?c� dirt-,jly over tic wood de,:k_ • 30 or 32 ['rani: nicap• Rftc a Roarma!'roduc( Control Examiner . •AV cEN�sRI R 10:40 CAF, ATERlat.,5 CORPORATION GL',NFRAL LIMITATIONS: Acccprarcc Nx 00 -g31 t I,; I hire class ifieati; n is not part o'' this acceptance, refer tc: a current Aprro,ed Roo;rt�, Vi;i :c : : ;tls Directory for fire ratin_s ofthis pro:'.uct. !nsulatio•t -nt.ty be applied in lT :►:ltip:e layers The first i;:yer sita!: be arzached iit con►pl :a:uc % ith Product Control Approval gwdelines. Ail other layers 311a11 be adhered !n a ••till nnopp:t►_, or approved asltttalt applied within the EVT range and at a ra :e of 20 -40 !bs. /aq., or ;ncchan catly attached us;ng the fastening pattern of the for laver. 3 All standard panel sizes are acceptable for Wlict► : pp:ies.' i:t apprc%► :d asnhait, panel size shr.11 be 4' r 4' n :axi,num. 4 Art overlay and,'or recovery baa -c' i:nsv:vridn pancl is required on all applictt :ions aver closed crii -foam insulations when the base sitzet is fell;• ,:lopped. If no recovery board is used tilt base sacct Way be applied using,, spot ruoppino With .tpprcved asphal% I T, dia:nc :cr circles, 24" o.:.: cr :;, ip mopped 8" ribbons in :;tree rots, one at each sisal: P and one dowli ' tl:e cctu,r of t!tc slier, alla►'i :tg a ecttti:TUcus area of venti!ation. Eaci -cling or rite strip, is ,lot ncct;,tablti:, A G" ;;re: ►k sl-:zll be placed every 13' in each ribbon: to al!ow cross ventilation. Asph.-A appli,:a:ior, of ci:ltcr systetn shalt be at a minitn;,nt rate of 12 Ibs isq. Sete: Spot utiacl►cd syster►ts sltull be lintttcd to a maximum design pressure of 45 pst: S Fastener spacing for irsuiLtion attachment is baser{ oil a Minintunt Chamctcristic Tore (F) value of 275 IV, as tested in compliance with TAS 105. If the fastener value, as field - tested, is bcjow 275 ibf„ insulation attaclunent s!lall not be acceptable. S Fastener spacing for nnechanical attachment of anchor/bast: sheet or membrane attachment is lased on a minimum Fastener resistance value in conjunction with the maximuttt design value listed within the speciiie system. Should the fastener resistance be less than that mquircd, as dctcrntinud by the Building Official, a revisid fastener spacing, prepared, signed and scaled by a -Florida Registered Engineer or Architect may be submitted. Said revised ras(oner spacing util;vx the withdrawal resistance value taken from Miand -Dada Protocol TAS 105 and calculations i►, compliance with Miami -Jade Roofing Application Standard RAS It 7. Perimeter and corner areas shall comply with cite enhanced uplift pressure of ti►ose areas, as calculated in compliance with Chapter 23 oftfne South F'orida Building Code. Fastener densities sh,+ll be in:rease for both insulation and base sheet as needed calculaicu in compliance with Micutti•Dade Roofing Application Standard TAS 117. (When this limitation is specifically referred %%thin this NOA, General Limitation #9 will net be applicable.) All attachment and sizing ofperinteter nailers, metal prOtte, andlor It.-ishing tern iina. ion dcsi;r; s!tali ccnforttt with Mianii -Dade County Roo f'ng Application. Standard TAS 1 I I nn� tlrc wins Ins requirements of Chapter 23 of the South Florida Building Code. The ntax;munt designed pressure limitation listed shall be applicable to all .roof pressure z;.nes fiatd, perimeters, co- nerS). No ratioral analysis, ;tor extrapolcuon sh..:l be pear ittcd for c,at :.nccr. fa;teni :tg at en!►aneed pre st re zones j.e. per•in►eters, extended cortmrs, and corners). (tiVhert this limitation is specifically referred within this NOA, Central Limitation #7 will not lie applicable.) - Frank Zuloaba. RRC Roo!ina,l'rucuct Control Examiner k , I i �INiOR! q9'7 :UZ L� GAF MATERIALS CORPORATION Acceptance `o: 00-0.-31.13 -` NOTICE ACgEtl&!iCa,STANDARD CO3NVITIONS 1 Renewal cf this Acceptance kappro%a[) shall be considered after a renewal application has been filed and t!•te original submitted docurr.enta :ion, including test supporting data, engineering docurnenti, are no older than eight (8; yea: s. 2 Any and all approved product, be permanently labe!ed with 'he manufacturers name, ci :y, spa :e, and the fcllowing statement: "Miarr.i -Dade County Produc: Control Approved ", or as sp:cifteally stated in the specific cor.dir:ons of this Acceptance. renewals of Acceptance wit! not be considered if. a) There has beer a change in the Soc:th Florida Building Code affecting the eva.uation of this product and &.e product is not in compliance wit:7 d,e code changes; b) The product is no longer the ssrne prcdt.ct (identi; al; as the o:te originally approved; C) If &c Acceptance holder has not complied with all Oef requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepzred, signed and scaled the required documentation initially subtr.:tted, 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 automaticaliy be cause. for termination oftHs Acceptance, unless prior written approval has been requested (through the filing of 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 ofany product, for sales, advertising.or any other purposes, 6 The Notice of Acceptance number preceded by the words Miami -Dad: County, Florida, and follo:ved by the expiration date may be displayed in advertising literature. If any pertion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as apeproyed drawings and other doc rnents, where it applies, sliall 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 resea'ed by the engineer. 3 Failure tc comply with any section of this Aceeptan :e shall be cause For termination and rernov . r. f Acceptance. 9 This Acceptance contains pages I through 32 EIND OF THIS ACCEPTANCE , 32 oi:2 Frank Zaloagp, RRC Roofing Produce Contrcl Examine ROOF. COVERING MATERIALS ROOFING SYSTEMS (TGFU)= Continued Foam: "Poly -Iso" or "Poly -Iso Spedar with "Polyfoam 251" or "PolyFnam 303", i in. min. Base Coat: One or two applications "Gacoftex UB- 7050", applied at 1 9at/sq/appUcation or three applications, applied 1 -1/4 gal/sq/appUcation (16.32 dry mils). rfadng: "Gacoflex UA -65" Series (various colors), applied i gal/sq (12 dry mils). ogdr NC Incline: 1/2 ' Foam: "Poly -Ise or "Poly -Iso Special" with "Polyfbam 251" or "Polyfoam 8030, 1 in. min. Base Coat: One or two applications "Gacoflex UB- 7050", applied at 1 q/appUcaUon or three applications, applied 1 -1/4 gal/sq/appUcation 2 dry mils). L ' dng-. "Gacoflex UA -60" Series (various colors), applied 1 gal/sq (15 dry mils). We 2 7- Foam "Poly- Is o "-or "Poly -Iso Special" with: °Polyfoam 251" or "Polyfoam 303", 1 in. min... Base Coat: "GacoSiL S- 1000", applied at i ga�l//sq (10 dry mils). Surfacing: "Gacoflex 5- 1000", applied at 1 gal/sq (10 dry mils). peck NC Incline: 1 foam: "Polyfoam 251" or "Polyfoam 303 ", airy thickness. Surfacing: "Gicoflex Ure- Shield 7007", 40 dry mils. Deck NC Incline: 2 -1/2 foam: "Polyfoam 2750, any thickness. Base Coat: "Gacoftex A- 6211 0, 1 -1/2 gal/sq (14 dry mils). ,"Surfacing: "Gacoflex A -6200" series (various colors), 1 -1/2 gal/sq (14 dr "mils). MATERIALS CORP R1306 (N) 1361 ALPS RD, WAYNE NJ 07470 A }' - MEROID 20" or "RUBEROID Modified Base Sheer.may be utilized as an ate to Type .G2 base sheets in any of the following Classifications. Amin) um board or 1/4 in. thick (min) Georgia - Pacific overiaymant board may be used in arty existing noncombustible ' ` t firataon: >slfrerr this :is done, the : resulting roofing system is � e for;use ovet. combustible (15/32 in. min) roof decks. The joints in ' al, board and Wgrlayment board are offset 6 in. with the joints in the polystyrene is part of the roof ,system, it must be placed below the meta board. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT x G2 asphalt gL* mat`base sheet ("GAFGLAS #75 Base Sheet") is a alternate for Type G1 asphalt glass fiber ply'sheet fGAFGLAS Ply 4" or Ply 6411666 66 Class A, 'B or C roof systems indicated below deck may firs: be covered with a Type G2 asphalt glass 'mat base 1A5. trate0ent ��yVent- Ply)'pefforated" ar 6AFGLAS'Strataver�t for nail able decks". Perforated to be mopped and nailable to be My attached granule side down. a s rt 6 n Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheer Stratavent (Vent -Ply for nailabLe decks') may be substituted for glass'fiber ply sheet � "GAFGLAS Ply a or "GAFGLAS Ply 6") as the use ply in the following systems.: Ply or base'sheet flay be solid mopped, spot mopped or mechanically -`ASS otherwise indicated, all insulations may be hot mopped or mechanically FLashiny" or "Ruberoid" may be used for flashing in any of the Class r s C systeihs fisted below eriite" is referenced, this includes "GAFTEMP PERMALITEW or any t.Ul Classified p Bite insulation. d stone or slag are suitable alternates for gravel in any of the Class A, C ems listed. cement fiber building units are considered suitable to be included e 77 n the following Class A, B or C systems listed over C -15/32 or NC. Of gypsum board under any of the following Class A, B or C systems -• tld�rersely effect the rating. The use of 1/2 in. min gypsum board is �bfe alternate for insulation over C-15/32 decks rHe of polystyrene insulation board between min 3/4 in. perlite board Eck with rosin paper (perlite /rosin paper /polystyrene / perUte is a x in the following Class A, � or C x alternate for isocyanurate board :in } - g isotherm RA", �%AFTEMP Tappeered Isotherm RA" and "GAFfEMP Aa-Y , substituted for arty iwcyanurate insulation in any of the Sificatiorrs. y,� Ltrtor us 'with organic and° ielts'o'r modified bitumen �,� � �iyg� �sjlp��y F��'i jQ1 :. «a a�.aY�.7 :A( *1,. °"e'lf' !J °'�• ti ; � ^'� ROOF COVERING MATERIALS (TEUT) 135 ROOFING SYSTEMS (TGFU)- Corrtinued urethane composite, wood fiberfisocyanurate composite, phenolic, arty thickness. Pty Sheet: Three or more layers Type Gi "GAFGLAS Ply a or 'GAFGLAS Ply 6 ", hot mopped. Surfad Gravel. k: 2. Dec C- 15//32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiberfisocyanurate composite,, phenolic any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS ,Ply 4" or °GAFGLAS Ply 6n Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheets. 3. Deck: NC Incline: 2 . Insulation (Optional): One or more Layers perlite, wood fiber, gglass fiber, isocyanurate, urethane, pertitefisocyanurate composite, perlite/ urethane composite, wood fiberfisocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more Layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6. Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R", 4 in. max, hot mopped. Pty Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber 5. Deck: G15/3Z incune: i ---a %' Slip Sheet (Optional): Red rosin paper, nailed to deck. - Base Sheet~ One Layer of T ype G2 "GAFGlAS #75 Base Sheet" (may be naited). Ply Sheet: One more layers of Type Gi "GAF GI Ate_ or GA Cap Sheet: One laver of Ty oe c -a "r aFGI AS M�npral_rfaced Cap Sheet'. C Indiric 3 Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet". Pty Sheet: One or more layers of Type G1 "GAFGLAS Pty 4" or GAFGUS Ply Cap Sheet: One layer of Type G -3 "GAFGLA5 Mineral Surfaced Cap Sheet". 7. Deck: C -15/32 Iodine: 2 Insulations One or more layers perlite, -glass fiber, isocyamm te, urethane' perlite/isbcyanurate .composite, pe ite/urethane composite; phenolic' 1.0 .in. min (offset from plywood joints 6 in) Base Sheet One or more layers of Type G1, G2 or G3 = Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), 'Ruberoid. Mop" (smooth of granule) or "Ruberoid.Mop'Plus":(granule): .- j _ = Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet`,,,hot mopped. 8. Deck C -15/32 . r'' `Lrcttne. 2 Insulation (Optional): One or more . layers perlite, wood f4ber,,.glas fiber, isocyanurate, urethane, perlite/isocyanurate composite,,,perrlliittee urethane composite, wood fiber/isocyanurate co ft*,#!en91ic, any thickness. Base Sheet Two or more layers of Type G2 or G3. . Ply Sheet (Optional): One or more Layers' of Type Gi. Membrane: One or more layers of "Ruberoid Torch" (smooth_ or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Rubemid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class B 1. Deck: C -15/32 Iodine; 3 -1/2 : Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perUte/ urethane composite, wood fiberfisocyanumte composite, phenolic, any thickness. PP`y 6Sheet: Two or more layers of Type Gi "GAFGLAS Ply 4" or "GAFGLAS Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheer, hot mopped. 2. Deck: C -15/32 Insulation (Optional): One or, more ayers perlt -,wood fiber, glassy fiber, isocyanurate, urethane, pedite/isocyanurate` composite, pp rUte hi urethane wood fiber / isocyanurate composite, p►enoc, any Base Sheet Two or more layers of Type G1, G2 or.,G3 Membrane: One or more layers of "Ruberoid Torch" t(smooth 0'rL granule), "Ruberoid Torch Plus" ,(granule), "RubeWd Mop" (smooth 9r gr4,q0le) or "Rubergjd Mo Plt' (rams � r rfaC -Cap $ 4 ar•f - )� #i�nt°�ti�� " �a Independent Roof Testing & Consulting of S. Florida, Inc. Bob Tedder, RRO, CSI, RCI Certificate of Authorization Number 0008172 President, Senior Consultant July 13, 2001 All Atlas Roofing 2113 Lincoln St. Hollywood, Florida 33020 RE: _Carlson- Residence -- -- - _ 1450 NE- 1112Street -- Miami Shores, Florida IRT # 01 -0455 RAS 106 Test Report Permit # 48443 Pursuant to your request, INDEPENDENT ROOF TESTING of South Florida, Inc. (IRT), performed uplift tests on the file roofing at the above address. The roof is approximately 2305 square feet in area and was tested at twenty -seven (27) locations. The tiles, Santa Fe Spanish "S" file had been installed using the "Foam Application" method. The uplift tests consisted of placing a load test device manufactured by CHATILLON (Model DFIS), over the tile with an adjustable connector placed under the front lip of the tile, and gradually increasing the pressure. The gauge readings are indicated in pounds. Pressure was exerted on the tile until a reading of thirty five (35) pounds was obtained. The roof passed in accordance with Dade County Protocol RAS -106. IRT's responsibility in this project was specifically uplift testing to a specific force of thirty five (35) pounds in accordance with Dade County Protocol, RAS -106. No other conclusions or observations are expressed or implied. IRT appreciates this opportunity to be of service. If you have any questions, or need additional information, please do not hesitate to call. Yo y, Bob Teddefr, RR_ O, CSI, RCII INDEPENDENT ROOF TESTING of South Florida, Inc. BT /dr -6& 1 . Edwin Williams, RRC RRC # 0182 281 NE 32 Street Oakland Park, Florida 33334 Phone: (954) 630 -0201 Fax: (954) 630 -0506 Carlson Residence 1450 NE 102 Street Miami Shores, Florida RAS -106 Tested Location Tested at 27 locations July 11, 2001 IRT # 01 -0455 FRONT 40' 16 AM 17 18 25 22 24 20 2 26 40' FLAT 15' 27 ,--- 25' --� 27' 1 710.4 5 8 13 45' 6 11 14 9 12 7 3 4 FRONT 40' 16 AM 17 18 25 22 24 20 2 26 40' FLAT 15' 27 ,--- 25' --� 4 Report of Calibration Synergy Labs, Inc 8211 NW 64 St #3 Miami, FL 33166 888.346.2430 UNIT UNDER TEST: CHATILLON DFIS -100 FORCE GAGE Mfr S /N: B34621 Cust S /N: B34621 PERFORMED ON: 08May2001 PROCEDURE NAME MPI -MA14 NEXT CAL DUE:: 08Aug2001 CALIBRATED BY: Juan Balceiro TEMPERATURE: SEE REMARKS P.O. NUMBER: HUMIDITY. SEE REMARKS SUBMITTED INDEPENDENT ROOF TESTING & CONSULTANTS BY: 281 N.E. 32 STREET OAKLAND PARK FL 33334 CERTIFICATE NUMBER: 28030:989313459 Synergy Labs, Inc certifies that the above listed instrument meets or exceeds all specifications as stated in the referenced procedure (unless otherwise noted). It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology (NIST), or to NIST accepted intrinsic standards of measurement, or derived by the ratio tyype of self - calibration techniques. This calibration complies with ISO GUIDE 25 and ANSIMCSL Z540 -1 -1994. This report may not be reproduced, except in full, unless permission for the publication of an approved abstract is obtained in writing from Synergy Labs, Inc. REMARKS: This unit was found to be in tolerance at the time of calibration. No adjustments were necessary. The calibration of this unit was performed on -site in the environmental conditions at the customers location. 999002 AMETEK WG -23 WEIGHT SET 19 May 1999 19 May 2001 ign REPORT OF CALIBRATION for SERIAL NUMBER: B34621 Synergy Labs assigned ASSET NUMBER: 28030 PRINTED ON: 10 May 2001 1 Of MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statestte•nr or the plans and specifications herewith submitted for the build Inc or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulations of the i3mitihng 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. f Date..._........ �......._..L........_...» .19_ L Owner's Name and Address ...!.f.�...�....�:1„ClF •iF/Ji:LLvQ .A.... ..._ ................... » ».._._. Registered Architect and /or Engineer . ... . ................. . ... _ ............ ».......................................... ............................. ratta:•••••sa• •txrt:atxx rxrt•mmaexxst Name and address of licensed contractor ........... f►/M1/? N _%�AryAIG_i,9 :..11UC :...- ...3Q� /�� Z� '., ,.%%�!/nl ...................... »» Location and legal description of lot to be built on: Lot........................................ ! .. Block ..................... ......... Street and Number whera work is to be done ....- ...... _ .... ..._ Stato work to be done and purpose of buildsAg (by floors).- 1?f `e !F S N4' 3B r. L __....... 3 _......................__ »..__......_............ ss. »T......... .... sC ......... » ..» . ......» . ._ »....... . .» . __.._. _. _..» .. ........... ..........................»........»....... .................... » »..».._._. _ .............. » ... ..... ..-.. ......... _...» »._.» »......and for no other purpose. New Building ....................... Remodeling ....... Addition .......................... Re airs:.........:....... No. of Stories.... ................_ To be constructed of ......t .................. Kind of foundation ...................... ..._._. Roof Covering.... T �!!E... 4`... iWA V L_ . . Estimated Total cost of ititprovements 5... »...7 . 6 00 Amount of Permit _ .. ..... ._. sass. » » » ................_.. »._. Zonecubage required......'............................... . ... _._..._.__.» » _ » _ Plan Cubage ................... »»_.»....-_ --- » --------- » ------- ....-»._..--.-.-- sass- ..- ..- . - - - -- Distance to next nearest building ................................... of Building Lot .......... - ....... »-.. .... _ ... ....... ...... ................... ..... ..... Maximumlive load to be,borne by each floor ........................... .»...........................................»........»-_.......---....._.......»........... ............................... I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to .. ..... .... ........ :.. ........................................................................ . sass . ...... ................................. .......................... .• - -- sass.. sass. ... ............ The undersigned app icant for this building permit does hereby certify that he understands and accepts his obligations as an rmployer of labor under the i�londl Workmen's Compensation Act, being Section 5966, Compiled Ceneral Laws of Florida, Permanent Supplement, and has complied with t e 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 lby the Act. The undersigned agrees to employ only such subcontractors. on work to be performed nder this permit, as are licensed by Miami Shores Village. Remarks.--- .................. -............... » » _ ».. ». »........ »_ ( Signed) i STATE OF FLORIDA, 1 COUNTY OF DADE. j ss' Before me, the unde #signed authority, a notary public, duly authorized to administer oaths and take acknowledgments, persorrally ap- peared..... _» ........... ......:......................................... - .............................................................................. ». __....»_.._.- --»... .... ... ............... _.. __. ...... .................... _....._....._......---- - - -••- — __ .... ................. »._.._._ ».» _».. »..» .._. .. »to me well known, and who, being therein b bun by me azfi#�st 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 y tru Permit No.._..... ......... Date.....�'�`'.. sass._ Read, Sworn to and Subscribed before me. DisapprovedDate_. »» _sass. _.._sass. »sass ». ... .......... .................. ..............................- -. _._ .. »... ». Notary Public. State of Florida ( Signed) ... - ... . ....................................... _.............. nspector My Commission Expi res ..._._. ». »_ ...............» ....._... . PLANNING BOARD ... ». .. ............. .............. -- ._...._...DATE Chairman ........ .. ......... i ........ _.......__ »......_.. »._... ».. »sass...- ...... — ........ Member ....... _ ........ ....._._.._._ . »_ ».._ ............. _sass... ».. sass ». »» Merrtber..• .................. ..........._.._ »...- ••- •- - - -- -- » ._ »___.._ _.._ r_ Member Member .. .............. _ ».._..._.._. _. _._ .._»» » _ _ Member »._...... Council Approved ......... r- -------------- ------- ---• -- .-sass_..___ sass». ».....Date Disapproved ..........Date NOTE.: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the 1'lannin.; 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 workina nship. -' -- sno `-' i-1. r_ *, W4ER'S NAMt. TME P ADDRESS I LICENSE NO. HONE NO. ue e _ .Const Co. - 10231 N. E. ; l tai lve. ` 1' JOB LOCATION (ST. OR AVE.) LOT BLOCK SUBDIVISION 1450 91, E 102nd st, I 51 I Ho ;. "Be♦ Barb gotates' GENERAL CONTRACTOR ADDRESS PMONE7 NO. LICENSE NO -uerns® - Const. Co.:.Inc ,50 N.113,322nd St`. LvS i BUILDER'S BOND 4656 M I 26.E --2"`5" 21255 BUILDING PERMIT NO. DATE .L.L-20-56, P iT FEE NO DATEn 25000 I �E 25083 ZONE REQUIREMENTS CU. FT. PLAN CU CU. FT. EST. COSTS 4J�riJ DATE DRAWINGS, SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: C" H. MArkel TYPE STORIES ROOF CONSTRUCTION INTERIOR CONSTRUCTION BS I 1 -'Tile r-Br. Dann, n;,Appm NEW CONSTRUCTION -,,P i;--- : -_- DESCR IPTION REPAIRS L irl= Room Bdths- -Maivel Tile dubber Tile or Hardwood vi oo-ra ALTERATION I ! DESCRIPTION las 6 Bred IF�anIS all CCJ�. ADDITION i APPROVED REJECTED REFE RED TO COUNCIL I REASONS SUBMITTED TO PLANNING ' OARD i RE- SUBMITTED TO PLANNING BO RD REMARKS', SUBMITTED TO VILLAGE COUNCI ® `7 I CERTIFICATE OF OCCUPANCY N04' ISsu f BY T BULL ING PERMIT AND INSPECTION RECORD—MIAMI SHORES VILLAGE 'Si -&0,97 i?'1E7�` SP�racTy BUILDIN INSPECTIO14 INSPECTIONS --DATE ' ' ' BY WE-INSPECT BY RE- INSPECT BY FOUNDATION Q- DATE FEE $ BEAMS & LINTELS �Z- /r 3L _- fit w. ms/� SEWER /i -JIJ� �•S`F %i FRA N - zy- v 's $ GAS ppyy. INSPECTIONS FINALdW. BY RE- INSPECT BY RE- INSPECT BY ROUGHING Rt)fi CLEAN -UP OJT fZ ZT— rq (a GAS PLUMBING PERMITS & INSPECTIONS CONTRACTOR � /0 6 L PHONE PERMIT NO. C' DATE 1-- _ — 4� 1 FEE $ 45 O S NEW BLDG. >( ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ pp SEi?'FICTANi( pct -�t0_ _- fit w. $ SEWER $ SOLAR HEATER $ GAS $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING Rt)fi 'i ro& OJT fZ ZT— (a GAS SEWER SEPTIC TANK SOLAR HEATER FIXTURES I�� #1&,% *� O ELECTRICAL PERMITS & INSPECTIONS sJ CONTRACTOR PHONE PERMIT NO. �� Ti ' DATE FEE $ NEW BLDG. ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING P, H. W. HEATER CONN Z - I _ 4--- (p RANGE CONN. " d.. -I — - FIXTURES & FINAL 'L -I - _,-3Z-A. Qom APPROVAL TO POWER CO. FOR SERVICE DATE �' �- PS't ®Y MIAMI.SHO-RES VILLAGE BUILDING INSPEC'T'ION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is here de for the a royal of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure described. Ris application is made in compliance and conformity with the Building Ordinance of Miami is h Shores Village, Florida, all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulations of the Building Ivision of Miami Shores Village shall be compliQ with, whether.hvvip specified or not. A copy of approved plims . and specifications m be kept at building during progress of 'the work. AA/ J 1�7 D 191Z Owners Name and A Registered Architect a Name and address of Location and legal des Street and Number where, State work to be done and Engineer.i;:: contractor... . ...... . .................... . .. . . . .. ... . .. .................... ........................ . .......... of lot to be built on rD Block - - - ---------- 3- ------ - Subdivision- -4&4 . . ......... . .... . ...... . . is to be done_. 0 z xpose of building (by floors).-;-- . . . . .... . ....... . ...... . . . .......... . .... . ....... . . .. . ....... . . ....... . .. .... . ... . .... . . for no other purpose. New Building Remodeling_ .............. Addition_......_- ....__.__.. Repairs.: ....... . ........ No. of Stories .......................... To be constructed of,.._......._._..._.__.. Kind of foundation .__ . . . .. . .............. . ............ . ....... __ Roof Covering --.---------.--.---.--.-------.--,-.----------- $ ------- Estimated Total cost of improvements :Es��Amount of Permit 0-V . ................. . ...... . Zone cubage required -_ l-S Cubage__ _e4_.. a o&T ........ ........ . ......... Distance to next neared bj9ding . ...... .—Size of Building Lot ...... LLSL_X _J_V..3 ............ . ................... Maximum live load to be b=e by each floor__ . . .. . .... . . . . .. . ...... . .......... I hereby submit specifications for said building. All notices with reference to the building and its construction may besent to ------- . ........ . .. . .... . . . ......... .. --- •-- •..._... -• .....--- •-- •............_... The undersigned appli t for this building permit does hereby certify that he undersfands and accepts his obligations as an employer of labor under the Florida drkmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, 90vi I and has complied with the I sions thereof, and 'will require similar compliance from all contractors or sub-contractors employ by him in the work to be perform! under permit; and will post or cause to be posted for n on the site of the work such public notice b 0o tl,�sq the actors; or notices as are required the Act. The undersigned agrees to employ only such Work to be performed under this ppemmWitt. as are licensed by iami Shores Village. Remarks-- '(Signed) STATE OF FLORIDA, COUNTY OFAADE. S& Before me, the undersi geed authority,, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared - --------------- -- . ....... —_to me well known, and who, bX% by me first duly sworn, upon oath'deposes and says that he is the .._---- •------ ---- •-- - -, -__ e of the above escribed construction, that he, has corefitlly read the foregoing application, and that he did sign the same, and that all facts therein by him dated are true. Permit No. 6- 9::L Date Read, Sworn to and Subscribed before me. Disapproved . . . .....• Date_ --- ---- -iiiite Notary KI;EZ, Wiite f Florida (Signed) ..___._. ...... - -- - -..._ wilding inspector My Commission Chairman Member Member Council J NOTE: A charge of the Planning Board. A re-inspection fee C materials and/or workman PLANNING, BOARD_— _....-DATE Member Member .... . .. member . ..... Disapproved ---------- - -- --- --- - I ....... . ... . . ............................ Date 1.00 will be made for, making corrections or changes to this application after approval has been obtained from $1.00 will be charged'' when such re-inspection is made necessary by lImproper notice for inspection or faulty MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING L' ` MIT Permit No.- _-- -__ -) ____ Date-- - - - - -- ` —/ — -'� --- - - - - -- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami. Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Street- / e Owner's Name and Registered Architect and /or Enj Employing Plumber's Name ----------- `_�___--- - - - -._ No.. - - -- - - - - -- - - -1 Location and Legal Description Lot ---- --- — ------- - -_----- _ —_ -_— Block __ .--- __-- -_-__ -- Subdivision ------- ----- - --------------- --„-- ------ Street and Number where work is to be performed—No ------ Street ______________________ ______ State work to he performed and purpose of building (By Floors)________________ New Building------------------- - - - - -- _ -.___ Remodeling________________ -__._ Addition ___- --- - .-------------- Repairs .............. ------------ No. of Stories -- ----------------------- SizeSeptic Tank ------ - = -- ---- -- ------- - - - -- -- -Type of Tank --- --------------------------- - ---- --- -- _--- --- --- -- -- -- - - - - -- Capacity Gals ... ............... --------------- _.. Feat of Drain - -4-=� = Dist. Feet of Tank or Drain Field from Well ------------- _ --------- -._----------_--- -- -- _- -- -__•-_— ---- -- _--- -__--- ;0,, Nature of Water Supply: City— Well------------------------ ---------------------- - - - - -- -Size of Soakage Amount of Permit $ ------ -------- �_ti__— __�__-------- - - -_ -_ _ —_ -- The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent 84plement, and has com- plied 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 requires" by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Mastff r 1, /3 Plum STATE OF FLORIDA, C 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 I 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. 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. BATH LAVA- SLOP LAUNDRY CATCH FLOOR DRINKING TOTAL CLOSETS TUBS SHOWERS TORIES SINKS S SINKS TUBS URINALS IN BASIN DRAIN FOUNT'NS FIXTURES CONTR. LIST CHECK SEPTIC SEWER DRAIN .SOAKAGE GREASE SOLAR DEEP SPRKLR. SWIM'G TANK CONN. FIELD PIT TRAP HEATER WELL SYSTEM POOL �` - - -- CONTR. LIST - CHECK SizeSeptic Tank ------ - = -- ---- -- ------- - - - -- -- -Type of Tank --- --------------------------- - ---- --- -- _--- --- --- -- -- -- - - - - -- Capacity Gals ... ............... --------------- _.. Feat of Drain - -4-=� = Dist. Feet of Tank or Drain Field from Well ------------- _ --------- -._----------_--- -- -- _- -- -__•-_— ---- -- _--- -__--- ;0,, Nature of Water Supply: City— Well------------------------ ---------------------- - - - - -- -Size of Soakage Amount of Permit $ ------ -------- �_ti__— __�__-------- - - -_ -_ _ —_ -- The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent 84plement, and has com- plied 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 requires" by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Mastff r 1, /3 Plum STATE OF FLORIDA, C 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 I 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. 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. :� �`.rr '�� {� ; � � � f f Y MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date------ - - - - -- December 17 p ------_---------------- , 19-.56 Guernsey Construction Co. 1023L N . 13th ve. Owner's Name and Address ....... -- .._.. ..,........................ . - - - - -- No.. . ---- -- •-- - -..._ S'free ----------------------------- Registered Architect and /or Engineer. -- - -- ----------------------------------------------- ------------ ------- ---------------------------------------•---•------•----------,--- - -------._---------- -- -- -- Name and address of licensed contractor__. - -_ Sheet Metal Specialty Cp!pp �3�� 573 N.W, 718 t St, � Mia!Iml - ------------------------------- Location and legal description of lotto be built on: Lot------- - - - - -- 7--- - - - - -- Block. '� Subdivision._ Miami , Shores Bay Park Estates - - -- ---- - - - - -- 1454 B. E. 202nd Street Street and Number where work is to be done ._.___ J State work to be done and purpose of building (by floors) -. X ©71 -_ ?1ew--- et2'LiCVgr ------------------------------------------ ...... - - - -- •---------- •--•---------------- •-- - - - - -• -- ----------------------------------------------- - - - - -- ---------------•------------------- •--- •-------------- - - -• -- ----------------- - •- -- ------- ----------------------------------------------------------- --------------------------------- - -- •--- -- _-- -•--- -- ----------------------------------------------------------- and for no other purpose. New Building -------- X--- -- ------ - - - - -_ Remodeling --------- .- ............... Addition- .------------------ - - - - -- Repairs .--- ..-------------- -. - - -- No. of Stories ........... One ----- To be constructed of ---- 0r....D &_Ss ------ Kind of foundation -_-_._-____-_______________ ______ _- _- _.__-- __- .____.______ Roof Covering _..- ._.- .- .___�'.ile Estimated Total cost of improvements $ .... B2.00 -- Amount of Permit $____, 5_a_0 ©____ _____ ______ __ Zone cubage required ------------------------------------- ------------------------------------------ Plan Cubage ------------------------------- Distance to next nearest building -------------- .......... ...... ...................... ......Size of Building Lot--- - - -- -- --------- _--- - - - --- ----------------- - ------------------ -. -_ -- Maximum live load to be bome 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, Permanent Sup >lement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employe by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks-------------------- ----- --- --- -- --- -- ------ - - - - -- ------ --- - - - - -- (Signed) - - -- -SHEET METAL SPECIALTY CO. - -- - -- --------------------- - STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared------------------------------------ ..------------------------------------------------------------------- -------------------------------------------- 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._____ -_ f__.t.__.________.___:_____- _ Date___________ __ _____ ______ ______ __ __ ______ Read, Sworn to and Subscribed before me. Disapproved -- -- ----- - --- - - - - -- - - - - -- - --- --- Date ----- ------ -------- -------- --- ------ - - ---- ------------------•- Notary Public, State of Florida (Signed) _..- . -... ------- . ----------------------------- Building Inspector My Commission Expires----------------------------------------------------- PLANNINGBOARD .................. .---------- ---- _.._______---- - - - - -- --DATE Chairman-- _----- _-- - -- --- ----------------•--------------------------- --- ----- --- ---- ---- --- - - - - -- Member -------------------------------------------------- - Member--• ----------------------------------------- -------------------------------------------- •-- - - - - -- Member --------------------- --• ------------------- Member...... ------------ --- -- -- ---- -- - - -- Member - - - - -- ................ ----------------------••-- Council Approved- -- --- - --- -- ------------------------------------------------------------- Date Disapproved ----------------------------- -------------------------------- - - ---- ......Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VIL"v E PLUMBING INSPECTION DEPARTMENT' APPLICATION FOR PLUMBING X11 Permit No - - -- - - - - -- -- - Date - -- < i/building Application is hereby made for the approval of the detailed statement of t ib plans and specifications herewith sub ed for or other structure herein described. This application is made in compliance and conforml y with the Building Ordinance of iami 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 *,,r not. A copy of approved plans and specifications must be kept of building during progress of work. Owner's Name and Address___l, _- - _ ........ 1J1_ �i.. .._ -___. No. __-- __-- __-- ----- - --- -- ------ - - - --- Street ----------- Registered Arohitect and /or Engineer ------ ---- _ --_ -- _- _-- ------- --_ ----- - ------------ _ -------- ._..... Employing Plumber's Name--/[- � -- -- Location and Legal Description Lot___- .-- ------ ------- Street and Number where work is to be State work to be performeS and purpose of building (By New Building- --- L-- -__'`_- ----------- -- - - -- -- Remodeling ---- -- ---------- ----------- Addition _ --- ------------------- ._ Repairs ------------- _------------ No. of Stories._ --------------- ------- Size Septic Tank -- - - - - --- - - - - -- -- N-- -- - - - -- -Type of Tank-- - -- - -- - Capacity Gals. Feet of Drain Tile---- '. - -+L -- -Dist. Feet of Tank or Dram Field from Well... -------------------- -------- - ----- - - -- -- ------ ----- ------- --- - - - --- - Nature of Water Supply: ity- Well ------ - -------------------- - ------ - ----------- --- ------- Size of Soakage Pit------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------r Amount of Permit $ - -- - - -- -` - ---- ------ - - - - -- ( Signed) - --- -- - - - -- -- - --- - - - Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed under this permit, as are beensed by Miami Shores Village. ( Signed ) STATE OF FLORIDA, �. COUNTY OF DADE. -------------- -- - - -- -------- - - - - -- Master Plumber. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me of the well bove described ho, being by a first has carefully read the Dreg and says that he is the _------------------------------------------------------------- -- - - - --- g Y im foregoing application, g pp ' ation, and that be 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. BATH SHOWERS LAVA- SINKS SLOP LAUNDRY URINALS CATCH FLOOR DRINKING TOTAL CLOSETS TUBS TORIES SINKS TUBS BASIN DRAIN FOUNT'NS FIXTURES CONTR. LIBT_ CHECK I __ SEPTIC SEWER DRAIN SOAKAGE GREASE' SOLAR DEEP SPRKLR. SWIM'G TANK CONN. FIELD PIT TRAP HEATER WELL SYSTEM POOL I CONTR. _ ".- LIST CHECK Size Septic Tank -- - - - - --- - - - - -- -- N-- -- - - - -- -Type of Tank-- - -- - -- - Capacity Gals. Feet of Drain Tile---- '. - -+L -- -Dist. Feet of Tank or Dram Field from Well... -------------------- -------- - ----- - - -- -- ------ ----- ------- --- - - - --- - Nature of Water Supply: ity- Well ------ - -------------------- - ------ - ----------- --- ------- Size of Soakage Pit------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------r Amount of Permit $ - -- - - -- -` - ---- ------ - - - - -- ( Signed) - --- -- - - - -- -- - --- - - - Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed under this permit, as are beensed by Miami Shores Village. ( Signed ) STATE OF FLORIDA, �. COUNTY OF DADE. -------------- -- - - -- -------- - - - - -- Master Plumber. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me of the well bove described ho, being by a first has carefully read the Dreg and says that he is the _------------------------------------------------------------- -- - - - --- g Y im foregoing application, g pp ' ation, and that be 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. .* - --'. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING '` :L.kMIT Y • »y -� v Permit No.__ - , +: - -_ —_ Date-- -•-� -�' --- - -- --- -`'� -- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. _ Owner's Name and Address__,!r_L== ____ -",._ 1_-_------------ No --- - ------- — ----- ----_ ________ _ _ _ _ __ Street ----------- - --- Registered Architect and /or Employing Plumber's Na6�e No..--/ Q_& _ ?12-------------- Street__ —,;j1-1L-6 Location and Legal Desct on Lot____.7 -------- - ------ Block _____ Subdivision Street and Number where work is to be performed __t -_ --- _ __j! ✓` %�l_____,��, Street - -_ - - -- � ` t_- -_�2._ _/_` . --------- State work to be perfo d and purpose of building (By Floors --------------------------------- ------- ---------- _........ ____ ---------- New Building --- __ ✓________----- ----- - - -- - -- Remodeling ----- ------------------------- Addition --- --- - ---------------- Repairs ---------- ___ ------------ No. of Stories__ _._- _- _----- --- - - ---- SizeSeptic 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 ------------------------ ----------- ----------- - - - -- -- -Size of Soakage Amount of Permit a'7 Plumbing In. ector. 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 com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (Signed)- —a - .= tom:}`2 <'� "E'er" - - - -- - - -- -- ----- - - - - -- Master Plumber. 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 I 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 the-rein 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•necemary by improper notice for inspection, or faulty materials and /or workmanship. BATH SHOWERS LAVA- SINKS SLOP L Y URINALS CATCH FLOOR DRINKING f�j'- TOTAL CLOSETS TUBS TORIES SINKSU .BASIN DRAIN FOUNT'NS �I FIXTURES CONTR. +� 4 - LIT -- -- CHECK SEPTIC SEWER DRAIN .SOAKAGE GREASE SaiB DEEP SPRKLR. SW IM'G TANK CONN. FIELD PIT TRAP .HEATER WELL SYSTEM POOL CLIST LIST CHECK SizeSeptic 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 ------------------------ ----------- ----------- - - - -- -- -Size of Soakage Amount of Permit a'7 Plumbing In. ector. 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 com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (Signed)- —a - .= tom:}`2 <'� "E'er" - - - -- - - -- -- ----- - - - - -- Master Plumber. 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 I 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 the-rein 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•necemary by improper notice for inspection, or faulty materials and /or workmanship. v �. n� C /Z- Permit No....».. C.. ».. Application is hereby mad; structure herein described. and all provisions of the Lai of Miami Shores Village d building during progress of Owner's Name and Registered Architect and /or Employing Electricians Nan Location and Legal Descript Street and Number where wt State work to be verfon ied o New � r - MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMJT -�. Date .. »� ..... .... .. / 7, . ....» �,., » )r the approval of the detailed statement of the plans and specifications hevith submitted for the building or other Lis application is made in compliance and conformity with the Budding Ordinance of Miami Shores Village, Florida, of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division I b& complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at Lot............... ,.......... .............,Block...... . »............ »... »... Subdivision ........ »... ».............. .. is to be performed—No ......... A.. r-. D ............. . » street..... .. »...1.e�.» ..» ............ purpose of building (By of Stories ................... Servi Overhea - Size F ergrouAd Type of Installation -Gond ----------------------------------- Amount of Permit I Main Sw....... ®... � » ..... Amps..... ®......Main Fuses..... I....» ..... Amps ..... .......B.X.L ................. ». »...Metal Moulding ... ........... ». ..... ....... .... ... ........................... .... The undersigned app, lica}at for this building permit does hereby certify that he understands and accepts s obligations as an employer of labor under the Florida Wo kmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provsions thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed under this permit; and Will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Wage. (Signed ...... ..........»...»»....................:..:...»..:.._.... ....... »....................... Neater Electrician. STATE OF FLORIDA, 1 COUNTY OF DADE. SL Before me, the undersigned . authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally - - -- -- - - - - -- --------------------------------------------------------------------- ...........-- - - -... to me well known, and c of the above described c therein by him stated are My NOTE: A re•iuspe, materials and /or workim, being by me first duly sworn, upon oath deposes and says that he Is the .„..» ................»..........».. ............................ »... vction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts nmisaion Expires » . » » ». , .. »» . » Notary Public, State of Florida. .» ..» ». fee of $1.00 will be made when such re-inspection is made necessary by improper notice for inspection, or faulty SWITCH LIGHT UG •P•ro FIXTURES REFRIG. IRON RANGE RANGE WATER W. HEAT. 1WR STRIP TOTAL OUTLETS O NO. PS OUTLET OUTLET OUTLET CONN. HEATER CONN. H TER HEATER LIST IF.RVICR CHECK ENT. SW. GIST. CAB. TEMP. SERVICE PERM. 1 , MOTORS O./ HP MOTORS 1.6 HP NEON TRANS. RADIO TOTAL LIST CHECK Servi Overhea - Size F ergrouAd Type of Installation -Gond ----------------------------------- Amount of Permit I Main Sw....... ®... � » ..... Amps..... ®......Main Fuses..... I....» ..... Amps ..... .......B.X.L ................. ». »...Metal Moulding ... ........... ». ..... ....... .... ... ........................... .... The undersigned app, lica}at for this building permit does hereby certify that he understands and accepts s obligations as an employer of labor under the Florida Wo kmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provsions thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed under this permit; and Will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Wage. (Signed ...... ..........»...»»....................:..:...»..:.._.... ....... »....................... Neater Electrician. STATE OF FLORIDA, 1 COUNTY OF DADE. SL Before me, the undersigned . authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally - - -- -- - - - - -- --------------------------------------------------------------------- ...........-- - - -... to me well known, and c of the above described c therein by him stated are My NOTE: A re•iuspe, materials and /or workim, being by me first duly sworn, upon oath deposes and says that he Is the .„..» ................»..........».. ............................ »... vction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts nmisaion Expires » . » » ». , .. »» . » Notary Public, State of Florida. .» ..» ». fee of $1.00 will be made when such re-inspection is made necessary by improper notice for inspection, or faulty . e " F .I is ing or oth, Shores ViI regulations plans and i Owner's Name and A Registered Architect e Name and address of Location and legal de. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT for the approval of the detailed statement of the plans and specifications herewith submittal for the build - ccribed. This application is made in compliance and conformity with the Building Ordinance of Miami provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and ion of Miami ShoresNillage shall be complied' with, whether herein specified or not. A copy of approved keJ9 at building during progress of the work. _.._.._..........__ .. - - - -__ ..... :��_. No / 0 kfStreet _ _.-- ........ _ ...... _.............. Engineer..:_._ of lot to be built on. ............ _... . -_ ._ _ - _ ___ _ ... 7 V _._.. ........ _._...... ........ Block ._ _._ ................. ........ . :._ Subdivision: - - _ . Street and Number whets work is to be done. ..... _.__.._ _ . _ .... State work to be donend, purpose of building (by floors)... _'.... N . 0.- _ _-- .--- _.._ ........... -. -. ------------ ..1____..___ ........... _. _ __. _ _ _ _.... _ _. _ ..:and for no other purpose. New Building..- ._-- �..... I ----- . - ----- Remodeling -. _ . Addition ------- __.- • :........... Repairs ....... - _ .... _ ..... _ -- No. of 'Stories..:__.. To be constructed of .. - - -- ---- ...__._. Kind ndi - - _ — -------- -- ----- - ------------ - --- -._.__ Roof Covering ........ _ , .......................... __.�. Estimated Total cost of improvements $.._ .. m...... . ......... _.._.Amount of Permit $ ---- _ --- _.. __--.-._._... Zone cubage required- _.�.__ �_ _ Plan Cubage__-- ..__.._ _� ___ -_ - -- __.__ ....................... Distance to next uearest st ---_ 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 Flo da Workmen's Compensation Act, being Section 3988, Compiled General haws of Florida, Permanent Supplement, and has complied with a rovisions thereof, and will require similar compliance from all contractors or sub - contractors employ him in the work to be perf under this permit; and will post or cause to be posted for inspection on to of the work such public notice or notices as are requir�l by the Act. The undersigned agrees to employ only such. subcontractors, to be perf ed under this permit, as are licensed y Miami Shores Village. Remarks _ (Signed) STATE OF FLORID COUNTY OF DADE. as. Before me, the undersigned authority, a notary public; duly authorized to administer oaths and take acknowledgments,, personally ap- peared _. __ ._.. Y __ ___ _ __' _ ............... to me well known, and who, bein by maTfirst duly sworn, upon oath deposes and says that he is the.. .......................... _ ... ............................... of the above escxiled 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 _ ._..M Da _ _ . _---- -------------- - _ _ - - -- ._- Notary Public State of Florida ( Signed) --- - --'-) Building for My Commission Expires ---- _-- - - - - -_ -..------- :,.--- ----- --- --- _ ------ _ - -... PLANNING. BOARD .... _ ..................._._...._ - -- -DATE Chairman Member _ ._._ _.:.. _ _--- _..__._ .. ............. _ ...... ' ... _.... Member _ __.. _: Member Member ... ...... Member Council Approved __ - ._- -• -- r Date Disapproved _____ .__..____ :_.._..--- • .. ......... . ... ...........................Date NOTE: A charge. of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or wor anship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approyal of the detailed statement us ►ne plans and specifications herewith submitted for the build in . ; or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance Of j6hanii 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 cornpliQ with, whether herein specified or not A copy of approved plans and specifications must be kept at pudding during progress of the work. Owners Name and Addresis ...... Registered Architect and/or Engineer..-. 'wnd and address of licensed contractor.... Location and gal escription of lot to be built on: Lot.......... .. » .......................... Block -- ----- Street and Number where work is to be State work to be done and purpose of building (by floors). .......... ;C*��' t . . ... . ............................ . .... . ... . ... ........... . ......... _ ....... .............. . .... . .... . .. . ..... . ....................... . . —....and for no other purpose. New Buil ding ........... :................. Remodeling . ................ . .... Addition .......................... No. of Stories.............._......_ To be constructed of ......................... Kind of foundation...-- . ................................. ... ... ... . — Roof Covering...... .............................._ Estimated Total cost of improvements $ ... . .......... IZ22n.ZJ2.0 Amount of Permit &2. . ...... . . . ................. . ........ Zone cubage required......... ........... ..... .. . ........ . ... —_.._--.Plan Cubage .............. . ... . . . ....................... . Distance -to next nearest building .............................. . ... . ...... --Size of Building . .... . . ...... ..... ............. Maximum live load to be borne by each floor ..................... . .......................................... . . . . . . ..... . ....... . ................ ..................... ... I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to.. ......... ................................ .... i ............................................. .................................................................................. ...... 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 Sul)pIenient, anti has complied %vith the provisions thereof, and will require similar compliance from all contractors or sub-contractors emploved by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub-p-tractors. an o t work o performed under this work t permit, as are licensed by Miami Shores Village. Remarks... . .................. . .............. (Signed STATE OF FLORIDA, COUNTY OF DADE . I as. Before me, the undersigned authority. a notary public. duly authorized to administer oaths and take acknowledgments, persorialiy ap- peared. . . . . .. . ....... . ............ . . ................... — - ---------- - - .... __ .-...._......... ........ »...... ».._ ».. ».»._.. „_ . .. . . ...... . ..... . ..... . ..... . ...... . .... ........ to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the ........................ ..._........................__» of thi above described construction, that he has carefully read the foregoing application, and that he did sign the sam*, and that all facts therein• by him stated are true.. Permit No. 1XI /-$ !..a.2........... 7 Date..- Read, Sworn to and Subscribed before me. DisapprovedDate_ ............................................................. . .... . Notary Public, State of Florida (Signed) . ...... . . .............— ........._ ».. Building Inspector My Commission Expires.. PLANNING BOARD . . . . . . ...... ........... Cnairinan ... .............»........._. »...._ ... » »_ ..» »»........_ »........»....... Member Merribier ............._....... ._......._.. »»........._.._...» ...»... Member Member . . ............. Member CouncilApproved ....._..» .................................. . . . . ...... —.-Date Disapproved .._.._.._.._»._.»»...... ........................... ..... ...............Date NUTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Pl.%nnir._ Board. A re-inspection fee of $1.00 will be charged when such re•hupectiori is made necessary by improper voice for InRwrtion or faulty materials anti/or workmanship. ALTERATION 1 DESCRIPTION ADDITION SUBMITTED TO PLANNING BOARD I APPROVED I REJECTED (REFERRED TO COUNCIL( REASONS RE.SUBMITTEDTOPLANNIN 3i BOARD I I REMARKS SUBMITTFD TO VILLAGE COlINCIL CERTIFICATE OF 6CCUPANCIYNO. ISSUED ' 3o, I B� ITO C ii I- Bj ILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE 5WNER-S NAME PRESENT ADDRESS L LICENSE NO. P PHONE NO. 'f:® u I I G� • �� 5- I I JOB LOCATION ( (ST. OR AVE.) L LOT B BLOCK � �SUBDIVISION GENERAL C N NTRACTOR_ A ADDRESS I I PHONE NO. I I LI ENSE NO. BUILDER'S BONA BUILDING PERMIT NO.S/ D DATE P PERMIT FEE S Ao N NO. DATE ZONE REQUIREME T TS CU. FT. P PLAN CUBE CU. FT. E EST. COST S .6 i I DATE DRAWINGS. SPECIFICATIONS. R ' / �j i I D NEW CONSTRUCTIONI T TYPE I I STORIES I ROOF CONSTRUCTION I INTERIOR CONSTRUCTION I I � � R � I DESCRIPTION REPAIRS I /� ®® /e9 Bj ILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE INSPECTIONS DATE BY INSPECTIONS DATE BY FOUNDATION I ROOF BEAMS & LINTELS��,_III POOL FRAMING 0 d�T��! �^'� )I n L . AIR COND. FINAL I CLEAN UP I LAB SLAB i I PLUMBING PERMITS INSPECTIONS -& CONTRACTOR PHONE PERMIT NO. I DATE FEE $ NEW BLDG. I ALTERATION I ADDITION REPAIRS SPECIALS PERMITS I PERMIT NO. I DATE FEE TEMPORARY SERVICE I I I $ SEPTIC TANK SEWER I $ SOLAR HEATER $ GAS I $ r I$ INSPECTIONS DATE I BY RE- INSPECT BY RE- INSPECT BY ROUGHING TUB & TOP OUT SEWER SEPTIC TANK SOLAR HEATER FIXTURES GAS ELECTRICAL PERMITS & INSPECTIONS CONTRACTOR C �.. PHONE c PERMIT NO. f® DATE FEES NEW BLDG. I ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE - TEMPORARY SERVICE $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ £ FIXTURES $ Is INSPECTIONS DATE BY RE- INSPECTI BY RE- INSPECT BY TEMP. SERVICE ROUGHING H. W. HEATER CONN RANGE CONN. I FIXTURES & FINAL I APPROVAL TO POWER CO. FOR SERVICE DATE BY RTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION N° 1052 12 -30-59 Miami Shores Villa ge, Florida, Owner, Ag nt or Tenant of Building ED FULLER Lo 7 Block 3 Subdivision MSBPE Street This Certificate of Occupancy is issued to the above named_ 01M:R for building 'a t above named location only upon the express provision that the applicant will abide by d comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Ele 'cal, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection construction, alteration or remodeling of buildings or structures. PLAN C 4530 �I Tax 2265 =Bu DING'DMSION j PER11(IIT APPLICATION FOR MIAMI SHORES VILLAGE Date 7�a� /� Job Address Folio Legal Description Tax o a,,��i' ��,1'� Owner / Lessee / Tenant '� Master Permit 1A Owner's Address S°v Phone yy,> Contracting Co. Address """' Qualifier ' a�. rT' SS# � % �-�' - � Phone e- G � C- State # fie, %s�� Municipal # Compet ney 0 Ins.Co. Architect /Engineer Address Bonding Company Address_ Mortgagor Address Permit Type(circle on ): BUILDING ELECTRICAL P:UMBING�% MECHANICAL ROOFING /PAVING FENCE SIGN WORK DESCRIPTION �` `� W `,I'' " �f I `1'' Square Ft. ! �Stimated Cost(value) "L oo WARNING TO OWNER:iYOU MUST RECORD A NOT] SO MAY RESULT IN Y UR PAYING TWICE FOR IM. TO OBTAIN FINANCI G, CONSULT WITH YOUR LE NOTICE OF COMMENC NT). Application is hereb made to obtain a permit to on the attached adde dum (if applicable). I ceI standards of all law, regulating construction i permits are required for ELECTRICAL, PLUMBING, S OWNER'S AFFIDAVIT: Ilcertify that all the forego be done in compliancelwith all applicable laws re authorize the above -named contractor;to do the w of owner and /or Condo President Date: J. tary as to Owner a Commission Expire FEES: PERMIT APPROVED: F P1 COMMENCEMENT AND YOUR FAILURE TO DO LENTS TO YOUR PROPERTY (IF YOU INTEND OR AN ATTORNEY BEFORE RECORDING YOUR do work and installation as indicated above, and tify that all yort will be performed to meet the i this juris etion. I understand that separate [GNS, ?OOLS, ROOFI and MECHANICAL WORK. ing ilformation is accurate and that all work will gulat'ng construction and zoning. Furthermore, I >rk stiated. -r (Signature of Contractor or Owner- Builder Date: (Notary as to Contractor or er-Builder �My Commission Expires: 3 B ,j.RY P414, PU6 OFFICIAL NOTARY S EAL 54 O BARBARA ANN FUOAZZ I n)Y � COMM*SION NIAMB CC3S0191 � MY COMMISSION E NOT f 0 v%O u A n TMM[ndl Other Electrical Engineering RN R Yyy 3 -9974 BIELER 745 P02 MAY 19 194 11:57 METROPOLITAN DADE COUNTY, FLORIDA ., METRO- OADE,FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1W3 META04MDE PLAGLER BUILDING 140 WEST F AGLER WREET MIAMI. FLOM= 33130.1$63 (3w 378 -2901 , FAX (305) 3T5. 2908.. PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Building Products Corporation (BUR) 1361 Alps Road Wayne, N3 0.7470 Your application for Product Approval of GAF Bulk -Up Roofing Systems under, Chapter 8 of Metropolitan Dade County Coda governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifit dons and calculations as submirtexi by GATE Building Materials Corporation, Factory Mutual Reasearch Corporation, and Underwriters Laboratbries, Inc,, has bees recommended for acceptance by the Building Code Compliance Office to be used is Dade County, Florida under the SpeciSt Condit us set forth in pages 2 of irn the Standard Conditions dmiled oa page 3e ACaP'TANCE No= 93w- 1130.05 - il D amond, P•E, EY PIRES: SEC Ign * *?LEASE NOTE" Product Control Division Supen•isor 'mS IS THE COVERsHEET, SEE AwrnoNAL PAGES rOR SPECIFIC AND GENERAL CONDITIONS. 'h This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. APPROVED: DEC 13 1993 Charles Danger Building Code Compliance Department Metropolitan Dade County 0 WT ig GAFGLAS "' Specifications N- 13- 4 -M/P6 and N -B -4 -r i I (11(12111 neck_ �•-��- OAF � t3•am�t2a t � --f .L—t � / i s T i war '9•� a• saes two i ORM oAFatAePir a g nra.l North, South, and West Zones Nailable docks up to 6 inches per foot slope. Wood, poured gypsum, precast gypsum planks, other acceptable precast ilailable decks For lightweight itisulsting concrete decks, see page 9. •�� — �..� Appro :imata NfgtOht Per tiquan Sh thl — 98 ng paper t ply, it required) GAFGLAS ease shoat GAFGLAS Ply (2 pfies) 11-69 lbs, GAF Roofing Asphalt 22 lbs. Interplw Sheet 50 lbs, GAF�LAS nMi eral Surfaced Cap Sheet (I ply) 25 lbs. Total 184 -242 lbs co a7 ,.. � �• r.,Cci r rut ttl+arattta" hwUebla p entitatlen lberq comfiteee- N44-1141M `— 15,2+1 ,10, 8 +5, Syr, South and Walt Zonss only, Lightweight Insulating Concrete. N -0-4-M sM 2+ 0,�1f]�, 4 4. 5 yr. ,10 i Specifications General Application recommendat.ons detailed an pages 23 -26 shall apply in 011ditfm i to the inllowing recunmommilarla Mid specifications. f Application of Rooting MgAlbrane i Over entire surtace, lay one ply of sheathing paper wham applicable. Lap Cach sheet 2 inches ova, preceding sheet. Nail sufficiently to hold In place. 2. Starting at the low quint of Ilia rpp{, lay one ply of GAFGLAS Base Sheer, lapping each sheet ?, inches al edges and not less than 6 Inches at end laps. Nail along lap of base ply at intervals not to Oxceetl 9 inches and Stagger nail i down confer of sheet in Iwo rows with Halls spaced at 18 Inch Intervals in eac row, Use fasteners with integral metal heads at least 1 Inch In diameter or RQUare thal are recommended by GAr or the deck manufacturer. (Sea "Special InstruChons" below.) 3. Starting at the low point of the rool, map two plies Of GAFGLAS Ply Mingli fashion: lapping each sheet 19 inches over the preceding sheet solidly mopping to the underlying base sliest to provide three piles over the entire roof area. Asphalt Requirements inlarply mapping$ of OAF nwin4 Ailpilull mils? W applied in a Continuous lilnl and 4han conalet of approxknaiwy 2a pounds par 100 square teat of roof area with a tolerance not to oxceed 20% plus or minus. The appropriate asphalt for the slopes involved must be used, Slope per toot, — Asphaft Tints 3- t0 3" Steepp APM Type IIi 9 "` �" _ _ _ _ MT -31 so All M type IV On slopes up to 72 inch per foot, Flat ASTM Type it may be used except in Florida, Texas, New Mexico, Arizona, and California. Surfacing Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance with the application instructions oil page Pa. an that the laps are oftset from the laps of Ilia ply sheets. Special Instructions ^. See recommendations tut um over gypsum decks an page 8. 2. AcceplaWe GAFGLAS gale Sheets include: GAFGLAS STRATAVFNr (Vent AT5 Base Shoot, GAFGLAS""iPl Y V",randiGAFGrLAS 14. Fora, pod docks. and structural woodfiber decks, when GAFGLAS Ply 4 or GAFGLAS PLY 6 is used as a base shoat, a sheathing paper Is required. 3. Site "Nailing Of Base Sheet," paqe 24. 4. For roof slopes exceeding 1 Inch per foot, all Ply falti mast hn back-fl tiled 4 Inchot nt frwrt the back edge of the felt. (See "installation on Steep Roots," gage 10.) UL Classillcatlon UL Cleae tiuiaffrate — 81ope .�. A a 3 N — roc 3a UL Chart Key 1. substrate C a Combustible and Nonrrimbustibl9 Combustible a Wnm planks, boards, eta., plywood (iniii,1V# Inch thickness), Oriented strum! board lb inch thickness). NC • Noncombustible only Noncombustible - Steel, pallrod or precast structural concrete, lightweight Insulating coneretrt, gypsum, structural wuutl flbernaerd, etc. 2. Slope Maximum slope allnwed, In Inches per foot. a 305 -633 -9974 BIELER 745 P03 MAY 19 194 11:58 . ... .. .. .•..: . �.. ... .i' �.. ... .. ...'r:�:. 81. "�r'..��Mtd r r r'i r r. r .r: :c 7» s4 METRO -DARE OFFICE OF CODE CON PLIANCE PRODUCT APPROVAL SECTION Acceptance Number: 93-1130.05 Approved:' JEC 13.1 g$2 Expires: AC � 3 1996 . System Number I (BUR) Deck Steel/Wood Deck description 18 - 22 ga. steel deck, wood plank or min. 518" plywood. New construction and reroofing. For steel decks less than 22 ga, but not less than 26 ga. TPR fastener and Olympic 3" round or SFS type 's' stress plate may be utilized at a density of 1 :2 W, Field fastener testing is required on all re -roof projects to confirm a minimum withdrawal resistance of 400 its.. Systems installed over steel deck less than 22 ga. require written approval from OAF Technical Department. Vapor Retarder (Optional) (Optional) (Steel decks only) Any Factory Mutual approved vapor retarder with proprietary or approved adhesive or such other vapor retarder system designed by the architect or design engineer. The vapor retarder forms part of the roof assembly for fire classification. See Factory Mutual Approval, Guide for listings. First ply shall not be bonded to wood decks. A red rosin sbeet may be applied below the base sheet over wood and plywood decks. Insulation (Optional for wood decks only) Wood fiber; flterglass; perlite; polyisoeyanurate; perlite/isocyamrrate composite; basalt rockwool, or gypsum board: Insulation shalt be either bonded to a nailed base sheet (see base sheet natltng pattern) in a hill mopping of ASTM D -312 type III or type IV hot asphalt or mechanically attached with a Factory Mutual approved fastening assembly listed with the insulation panel. (See Approved Insulations and Fastening Patterns Lin). (Recover) Moisture content in an existing built- up'roof must be in compliance Gil Diamond, P.E. 4A - - "'. ", , I W < 305- 633 -9974 HIELER t .., • !� •:• ^;•' +`- Vic.::. • r Basesheet 745 PO4 MAY 19 194 11:59 Approved: i 3 19 9 3 F.r►pires: �' 3 1996 with Section 3401.4(c) of the South Florida Building Code, Friar to application, all existing roof surfaces used as a banding substrate shall be tested for uplift resistance in compliance with ASTM E -907 to the calculated design velocity pressure of the roof dWX Existing roof surfaces and dissimilar materials must be fay pruned with ASTM D-41 pricier and allowed to dry. If insulation board is bonded to the existing roof or to a base sheet no one dimension should be greater than 4 R. If more than one insulation layer is applied, the top layer may be mechanically attached or bonded in a fill mopping of ASTM D -312 type M or type IV asphalt. Note: No insulation panels shall be bonded to an existing built up roof with a gravel surface without foil removal of the loose gravel, prin&g Of the surface with ASTM D-41 primer, and a flood coat of asphalt, Prior to mopping of the insulation with bonding asphalt. Refer to GAF published application considerations for fnsulation application and to attachment requirements published in the current Factory Mutual Approval Guide. Option #1: One ply of WSlas #7e., WSW Stratavent (non perforated), Gafgas Ply 4, or WSW ply 6 mechanically attached to the wood deck with approved nails and tin caps 9" o.c, at the laps and 18" O.C. staggered in two rows in the field, or over an insulation substate with insulation fastener and plate assemblies 18" o -c, at the laps and 36" o.c. staggered is two rows in the field. Option #2: One ply of 0af9ias #75, Gafglas ply 4, 0afglas ply b, Wglas non- perforated Stratavent, Ruberoid 20 or Ruberoid 20 FR bonded to an insulated substrate attached with Factory Mutual approved fastening assemblies in compliance with I M class 1 -90 windstorm classification requirements, in a solid mopping or mopped in ribbons J Gil Diamond, P.E. ��3. qt`�� r ir�,a 4�� art ;� �' •r. , .. ` .... .� a 305 -633 -9974 BIELER ;•:;;fit..;.''• ,,,�:,� '" ' `'a Flysheet Membrane 745 P05 MAY 19 '94 Approved: RtC 1 * 3 1993 Expires: !DEC 1 a 1ss� maintaining 50% adhesion, using lype Ii! or We IV hot asphalt at a rate of 25 lbs. per square *200A or Gafglas periarated St Itavent applied dry to the insulated substrate and mopped aver with a droll mopping of type M or We IV asphalt over which an intetply of Ply 4 or Ply 6 shall be applied. Starting at the low point of the roK apply one, two. or three plys of Ga SWO Ply 4 or Gafglas Ply 6 applied in an ASTM D -312 type III asphalt at a rate of 23 pounds per square t 200/0. In shingle fashion. Install plysheets in compliance with GAF application published application considerations. 'y (Optional) Starting at the low point of the roof mop one pIy'of Gafglas4D Mineral Surfaced Cap Shed applied in an ASTM D -312 type III or type TV asphalt ara rate of 25 pounds per square * 20%. Cap sheet shall be applied in strict compliance with the application cox►sideratioas published by GAF. Surfacing Option #l: Apply not less than 400 pounds per square of ASTM D -1863 aggregate or 300 per square of slag in a 60 lbs. /sq. * 200/0 pour coat of an ASTM D -312 type III or type YV asphalt. Comply with GAF slope requirements for slope and type of asphalt, Gravel surfacing shall be completed as soon as practical but the membrane shall not remain exposed for more than 30 days. Fastening 'r��.pp8t ,kQt:��"�'•"'(A�•'.Zy;.r .WTS..'lK�n'5�1.l- r.•��•�., Option #2: Apply one of the following roof coatings at the specified rate: Roof coating Rate GAF Special Roofing Bitumen 3 Sd Jsq. Grundy AL MB Alan kum Roof Coating I% gal.lsq. GAF WEATIR COAT Emulsion 3 gal. /sq. GAF WEATHM COAT P=Wsion AF I % gaUsq. Note slope limitations and membrane aging requirements published by GAF. Install aM plies of Gafglas Felts used in conjunction with all Ruberoid Gil Diamond, P.E. 11:59 305 -633 -9974 B I ELER P006 MAY 19 '94 : .....,,r..M..,,745 . � Approved: D 3 1993 ,:. Eltpites: C 1 3 1996 membranes vertically on slopes of 1 inch per foot or more and backnail them into wood nailers or nailable decks approximately 4 inches from the back edge of the sheet. All end laps must be at wood nailers, and the top edge must nailed into the wood hailer on 6" centers. Use approved roofing nails and tin caps. The Ruberoid membranes shall be terminated at hailers as dictated above. For non- insulated wood decks, terminate and tall the end of Ruberoid membrane on the same nailer spacings indicated above. The membrane must then be nailed off on 6" centers, 2" from the top'of the membrane, into the nailer or wood deck using nails with integral metal heads at least 1" round or square. The overlapping mewbrane must extend at least 6" past the center line of these nails. See Approved Insulation and Fastening Pattern list attached Refer to GAF requirements for application of steep roofs. Comment and Limitations 1. Maximum slope shall be 6 ":12" unless specifically approved by GAF Technical Department. (Any application over V: I2 ", shall require baclmailing of all pies 4" in from the back edge of the felt into wood milers.) On slopes greater than 1 ":12" all plies shall be installed parallel to the slope. Nailing shall be through tin caps 6" o.c.. All overlapping shah overlap the tin caps a minimum of 611, Refer to GAF requirements for installation of steep roofs. Note slope limitations on gravel surface specifications to a mwdmum of 3 ":12 ". 2. An overlay insulation panel is required on all applications over closed cell insuladons (See insulation list). 3. All perimeter nailer and metal profile design shall conform with Factory Mutual Loss Prevention Data Sheet 1-49. 4. All asphalt shall comply with ASTM D-312 requirements. 5. Bonding and dissimilar surfaces (other tium insulation facers and asphalt saturated membranes) should be fully primed with ASTM D-41 primer for asphalt applications and allowed to fully dry. 6. This roof system assembly, when applied over a wood plank deck with an ASTM D -2626 or D-4601 base sheet mechanically attached at 9" in the lap and two rows at 18" in the field with min. 12 ga, annular ring shank mails and tin caps has been approved for use to a maximum Gil Diamond, P.E a 305-633 -9974 BIELER fA� {lP 745 P07 MAY 19 '94 12:01 A=PMM Numb= 93-1130.05- Approves; .0e 13 t� Expires: BM 13 �gg� Se" design velocity pre WC of -45 pst 7. This roof system assembly, when bonded to an insulation substrate has bees approved for use to a Mdmum field design velocity pressure of -4$ psf. S. Perimeter and corner, area shall have an increase in fastener density for both insulation and base sheet in compliance with the Factory Mutual boss Prevention Data sheets 128 and 128S. , 9. The chosen assembly must comply with the lire resistance; requirements of Sections 3401.5 and 3401.6 of the South Florida ` Building Code. Refer to fire'classtion ratings' in the Vnderwritas Laboratories Current Directory. 10, Any amendments to these provisic= shall be in compliance with Section 203 and 204 of the South Florida Building CDdt 11. Refer to GAF specMcations for appropriate flashing materials and their application. 12. Refer to one of the following GAF specifications for this application: I- B -5-M, I -B -3 X?6, I -0-4 -G, I -0- 4- G-/P6, T- 0-4 -C, I -0- •4-W6, I -0-4 M,1.0 -NM, I- B-4 -0, I- B443/P6, I- B-4 -C, IB- 4 -C/P6, I- B-4M, I -B4 Mlp6, I -03-0. I -03-C, 1-03-K IB -3 -0, I- S -3 -C, N B -5 -G, N- B- 5 -Glp6, N- B -5 -C, N- B -5_NC N B.5_ U1P6, N B-4 -G, N- B- 4- 0(CT), N B-4 -C, N B-4 -K N B -3 -G, N B- 3- G(CT), N B -3 -C, and N B -3 -M, 13. A withdrawal resistance test shall be carried out on all reroof and recover projects to confirm deck integrity. 14. System may be applied to Loadmaster deck system providing the metal deck is not less than 25 ga,. The roof system shall be bonded to a suitable insulation substrate. 15. This roof assembly, when applied over a perforated Strataveat base sheet in an intermittent mopping of asphalt is approved for use over a non nailable or insulated substrate to a n WInum design velocity pressure of -30 psf, 16, Wallclvsys may be fabricated from oue ply of Ruberoid Mop Plus or Torch PIus (Granule) fully bonded to the top membrane ply. *)F VLORIDA, =9M Y OO r ceTIPYthatft �oi� y>>�i 1k,d is day Of omw By OR 8k 24602 Ps 2423; QP9 ) RECORDED 06/07/2006 12 :38 :47 HARVEY RUVINY CLERK OF COURT MIAMI -DACE COUNTYP FLORIDA LAST PAGE NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TEME OF FIRST INSPECTION PERMIT NO. �V�1419 STATE OF FLORIDA: COUNTY OF M1AMI DADE: 1 I I Z.l�..!1� THE UAIII!Eit ONED hereby gives notice that improvements will be made to certain real property, and m ac cordaace with (fir 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 6. Lender's name and address. /�A., 7. Pens within the State of Florida designated by Owner upon whom notices or other dents may be served as provided by Section 713.13(1) (a) 7. Florida Statutes. Name and : NONE 8. In addition to himself; Owner desigrom the following person(s) to receive a copy of the Lmi oes Notice as provided in Section 713.13(l)(b), Florida Statutes. Name and address: N, ONE 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording autos a different date is 1 .'JI!ar I Sworn to and sins Of Sim= ,Of Notary Public PrentNetary`s before me this If day Prepared By. Shawn ,Angell Buildteck Inc. 297 East Ta Street Waleah Fkdd r, 33010 Martha Perez y ��SS�OII DDI2M �, " fires June 17 2006 0 FOg Aaron Notary (/ 1,600 - 3503161 OfCAMMUCIAMW Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -18442 lPermit Number: WS -5 =06 -1419 Inspection Date: 08/01/2006 ALS 0 2 ap Permit Type: Windows /Shutters Inspector: Grande, Claudio Inspection Type: Shutter Final Owner: CARLSON,.SANDRA Work Classification: Shutters. Job Address: 1450102 Street NE Miami Shores Village, FL 33138- Phone Number (305)751- 2770 Parcel Number 1132050240240 Project: <NONE> Block: Lot: Contractor: BUILDTECK INC Buildina Deaartment Comments Monday, July 31, 2006 Page 1 of 3 ® Inspector Comments Passed Failed Correction Needed Re- inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection feeds paid. Monday, July 31, 2006 Page 1 of 3 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 6/6/2006 Expires: 11121/2006 Permit Number: WS -5 -06 -1419 Owner's Name: SANDRA CARLSON Phone: (305)751 -2770 Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 1450 102 Street NE Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor BUILDTECK INC Yes Comments: INSTALL ACCORDION SHUTTERS Additional Information Type of Work: SHUTTERS No of Openings: 18 Additional Info: Classification: Residential to me of this permit, I agree 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 $4.80 Education Surcharge $1.60 Permit Fee $280.00 Scanning Fee $6.00 Technology Fee $7.00 Total: $299.40 Building Department File Copy A n ignatu e Parcel #. Block: Section: 1132050240240 Lot: PB: Total Square Feet 612 Total Valuation: $ 7,856.00 Shutter Attachment Shutter Final Invoice Number Amt Due Amt Paid WS -6-06 -25086 $299.40 Total: I IU% 0.7 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. \A, ) D6 -141q MEMO 00111PANYP IN MANUFACTURERS OF HURRICANE SHUTTERS AND BUILDING PRODUCTS New Product Une forthe 21 st Century 6865 N.W.36w Avenue. Miami, Florida 33147 Phone: (305) 635-09001(800) 327 -0905 /Fax: (305) 6349078 VVM.hurstawnin com Shores Village 000.00 341odfict Desorietion: HT100 ALUMINUM ACCORDION SHUTTER 660090 Pfdduct Approval: 02- 1227.02 This letter authorizes: To use the above mentioned product at the following job: Sandra Carlson �, 11 u_� MAY 2 5 2006 BY_ - -GYP C 1450 NE 102 ST ` Miami Shores FL, 33138 Hurst Awning Company, Inc. Frank S. Cornelius or Magaly Garmendia President Executive Vice President 1: This form must accompany the application for building permit 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 of Acceptance. r •• • �3ate� 05 -1 � -Q60 dynicipalfit. iami so 00 611�ng drodiiel: 699:8: see*@ 00 .. :6090: F1 rs� 9t is tie 11ade Shores Village 000.00 341odfict Desorietion: HT100 ALUMINUM ACCORDION SHUTTER 660090 Pfdduct Approval: 02- 1227.02 This letter authorizes: To use the above mentioned product at the following job: Sandra Carlson �, 11 u_� MAY 2 5 2006 BY_ - -GYP C 1450 NE 102 ST ` Miami Shores FL, 33138 Hurst Awning Company, Inc. Frank S. Cornelius or Magaly Garmendia President Executive Vice President 1: This form must accompany the application for building permit 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 of Acceptance. Miami Shores Building Department Product Approval Schedule / Comparlson Chart Address: 1450 NE 102 ST Permit # Opening Description of Shutter Product Acceptance Product Approval O ning Pressure Rou 9 n ID Number Des n ressure Positive, Size 1 HT -100 Accordion 02- 1717.02 117.00 X 82.00 2 HT -100 Accordion 02- 1227.02 160.00 x 52.00 3 HT -100 Accordion 02- 1227.02 160.00 x 52.00 4 HT -100 Accordion 02- 1227.02 106.00 X 64.00 5 HT -100 Accordion 02- 1227.02 215.00 X 64.00 6 HT -100 Accordion 02- 1227.02 40.00 X 88.00 7 HT -100 Accordion 02- 1227.02 108.00 X 52.00 8 HT -100 Accordion 02- 1227.02 20.00 X 40.00 9 • WT -100 Accordion 02- 1227.02 96.00 X 82.00 .: 10 ' • HT- 100•.A~on 02- 1227.02 20.00 X 40.00 11 -10D ccordion 02- 1227.02 83.00 X 41.00 12 HT -1 OO:A► &wrdion 02- 1227.02 108.00 X 52.00 13 .' %T- 100.81 fftn 02- 1227.02 54.00 X 52.00 14 T -100 dion 02- 1227.02 108.00 X 52.00 • 15 •14- 101YA►seddion 02- 1227.02 54.00 X 52.00 16 HT 100'AOMion 02- 1227.02 38.00 X 40.00 17 -100 ion 02- 1227.02 54,00 X 19.00 • • 18 •. HT- 100fAtcoklion 02- 1227.02 54.00 X 52.00 DESCRIPTION OF.B.UIi.DING Use this page to scketch outline of building indicating direction, doors, windows, porches, *m urements and -other pertinent information as needed. � � :.: :.: I :. :.. 1... ........ �J .J...i. .t. .4.. .. . .5.. .tt..t..s•. .S...L.. .J. .S�- " -�•" . �_l (.�• lNJ y J . ••�•/��t • •• j .• •• V (� " ♦,.:�,• • . i•s.; •s ti . .. :fi•.. t �•ft. ... .• .. - ...;�f.. : .. ..:�. �• �� t•i. �:s�R• l:i! !Ii�..JA?i ,�. . .......t` �tr . . . .. .......•'. . .h. ....t �.t . . . ...t..... .J.......•..t�..�. • .. ..-...t` . ..t -.. . .' �.... . . {�l... . ..\\.. � � ..;t: ✓ .. � . ........... ...t=t�: :. ... �...... . �!.• . .. ..• ...i.1J ...-..• ...L • i. .. . i i•• : • • .. �...... .. ..yI..- • ..::. .;:1�. .. .. . .: ..s}. t . 'e 7 �!.....: . . .....7. i...... ...............: ....... ...:... ..:.........:t .... .... . . . ................ . . . .. . . . . ...;...;:.... .... ;...;....... Q: .t.......... ell ...... ....... ............... ....... ;...* ............... ............... . ............. .......... ............................. .. : . • • ........ . . r ` C .� % Z d. %� • DESCRIPTION OF BUILDING Use this page to scketch outline of but'Iding indicating direction, doors. windows, porches, measurements and.other rtinent Information as needed. J . f. • . �- t' •= J• •f• . . . . . . . . . . . -- _\ .I...t. •J. .: •..a. .4. .t ..... _J... a...�. .I... t. .••. .I'..:. .....a. :J. ................... •'••� •'• tv =: - - - . V y...+. y...y. .i...y..s ;.. .*...t. .i.. . /V� J,\ .t...i.. .S. .t. .f...t... .t.. ..2. .ta :.f :. iS..� . }... .t... }:• .f. . '- •-- •••i•- ..i. . : • �•• • r �.�•••••• �••y•i•..: .......... . • • • •• - ....:. ............... .....•... ` • • j`. .:�.•vj. .�. .......... .i. �.. ...�.. .� ••••i•: :a.'.st . :ltl:. .• ...................... . �...1. . ?...L. - ?• .t... }..� • ............. ... J... }... ?...L..!... �. . ?.. • . . . . . . •, ••• .. . .......... . : _ • \ i'• .�...�. . {. \j. _i. .i• •ti. .�...�. .y... �...j. .�...�. .t...;...........` .:,.. s..... /j�\ (( //�j • • • .I.•• \ -•. J•.. t... \.•!•..1.• t I...I...4•....•• ..a• •J... . \• V • ( /� t/ �• • • - • • - - �Cj\ O .... - T J...... ............... �... .... a.._... .... �... �...�.. �... ..... . . . . . . . . . CfIII O :...•... �...a...4.. d. •i...t...t.d .... ..... ...:.. �...a...a ...• i... }.. . ..! r/ S: . -•• -.. �. ...: .. w.• ..... -.a.. .t. .a .. a... �... t. .�.. �... �.... .� .. J... i...t. .4 .. /:.. a...\. �VV/ 1/I �...; ..:...�...r...; ..;...� . ............. ... . Component Pressures 1n•P6hhd9 *per Square Foot ASCE 7 -98, Exp. C, Kd =1.0, V =146 mph, Bldg. Cat. II, Components and Cladding ' :fo.- Rod. Sidpe:21n;12• dr•Less Effective Mea oof Height 15 Feet Eff. Mean Roof Height 20 Feet Eff. Mean Roof Height 25 Feet Wind qone 4 Zone 5 Wlnd ZoftT 4:.: ;,Zone's Wind Zone 4 Zone 5 Area Positive Negative Positive Negative Area Positives 49jai Positivs• Neiative Area Positive Negative Positive Negative 21 sq ft 47.7 -51.8 47.7 -62.0 21 50.6 -55.1 50.6 -65.8 21 53.1 -57.7 53.1 -69.0 t n 40s ft 45.6 - 49.8 45.6 -57.8 40 48.4 - 52.9 48.4 -61.5 40 50.8 -55.4 50.8 -64.4` 112 s q ft 42.3 -46.5 42.3 -51.3 112 44.9 4 9.4 44.9 -54.5 112 47.1 -51.7 47.1 -57.1 ASCE 7 -98, Exp. C, Kd =1.0, V =146 mph, Bldg. Cat. II, Components and Cladding ' :fo.- M IM I ®DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) Hurst Awning Co., Inc. 6865 NW 36 Ave. Miami, FL 33147 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 haves product or material tested for quality assurance purposes. If this product or material fails to perform in •�„ the aoCt-pted ma*er'tl;e manufacturer will incur the expense of such testing and the AHJ may immediately revokd,'&Mfy, or %usp&d the use of such product or material within their jurisdiction. BORA reserves the right "0 to rev5G this ace6ance if it is determined by Miami -Dade County Product Control Division that this product or • ; ; • material fails to me, * �tl}q requirements of the applicable building code. ..... .... ..... • This p ; jt is ap;jjj jJ as described herein, and has been designed to comply with the High Velocity Hurricane . . Zone•4f t' lrXoridb,.$0ding Code. DESCRIPTIONt EV160 Aluminum Accordion Shutter APAkOVAL DM NT: Drawing No. 02 -643, titled "HT100 Accordion Shutter", sheets 1 through 7 of 7, •, �., preparplihy V.J. Nuezei4ch, P.E., dated October 17, 2002, last revision #1 dated December 04, 2002, bearing the MianfikU, le County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 & renews NOA # 02- 0315.09 & consists of this page 1 & approval document mentioned above The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 02- 1227.02 Expiration Date: 01/1312008 19 Approval Date: 01/1612003 Page 1 • • r - .oss .076' " fit 1 = HEADER -CLG. OMOUNTED SCALE: HALF SIZE 2.420" .048" •966" .875 ". 83' c L %D O [ w� 0 o Ln -f3, r2 t2 2 in cli N .- � 0, 0 m _ 1� "�t 1 _ 1� o 1.193" N f�HEADER-WALL MOUNTED SCALE: HALF SIZE 3.993" 52" 4.478" DADA rrER SLAT SCALE: HALF SIZE V' " 3.840" MAX. .125" 1.840" .420" 875" .483" 945" 600" 6 0' t t2 TYP.21t31 2 ff2t c 0 91.5 12-,<, 2 `^ = x.107" 1 600 "y t1 In 0% 4 I 1 Nam '�-�- 9 n (TYP.2) t3 '326" 840' •620" t2 -.0 2a BUILD -OUT WALL HEADER SILL -WALL MOUNTED SCALE: HALF SIZE SCALE: HALF SIZE ••i••• i •�� 45° 4.078.. 52" •••• • • 4.534" �TYP. SLATS .... : 13 SCALE: HALF SIZE 1. {� ESEE,� APPROVgLppCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH • Ry PQOVISI SET fiOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY �11APil•DADE CgI11J�TY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING CODE, 2001. 2. TO VERIFY THATOTHE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE • APPROVAL DOOtMERTS, NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE • FASTBNER ANALYSIJ. ••• • •pp • 3. •DETERMOQCUMEIOflSI1N'ACCORDANCE NEGATIVE E GOVERNING CODE AND GOVERNING T��ttFn�INNLL'•,pp33EELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA 60R81NG CODE 2001 A DIRECTIONALITY FACTOR OF Kd =O.SS SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5 THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G7S -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6, THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. OCENnR MATE 1 SCALE: HALF SIZE :126 O�D. .060' c ' 1.039" , N 190.. _ .060" 60" 345" .095095" .. ' 442" .942" I d ��n•. 1 CENTER MATE 2 SCALE: HALF SIZE STAINLESS STEFI. ASSEMBLY 0 1 .320 "0 HOLE S1 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. Z Z ,_ 0 d'�• 10/17/2002 '/� �''' Pis ®i D Prodt3cl CoDifOl Division Ln U, - I d o 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL D O ~ ul Q0 'O NYLON WHEE RIVETED D IN _.O c � DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING N N m • V to w az OPTIONS: W 058" N A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED • SIGNED DATED AND Y a „ Go 1.100" 251" >z AND THE DEVIATION. SAID DOCUMENTSRSHA Lu r m ® U Nj Lu N j JUDSTTIFY L BE SUBflITTEO TO THE 7 z 2 .�. O J W� W O 8 ` PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. 2" MIN. -S" MAX. TYP. AT EVERY OTHER B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND INSIDE JOINT AT TOP. 8 SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN ANGLE ROLLER ASSEMBLY 1 12 THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS. ONLY OPTION "B- SHALL BE ACCEPTED BY THE BUILDING OFFICIAL SCALE: HALF 512 SCALE: HALF SIZE 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: HURST AWNING C�, INC. M NI�� t 1 MIAMI-DAM COUbYODCTAPPRVD 472" I.D. 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE 2'373" / - t WITHIN 18" OF CENTER (VERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE 158" 44 612 O.D. t ¢� HURRICANE PROTECTION. h 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. r 1 I '- 12. ALL SCREWS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY STAINLESS STEEL, Ln .t u? 211 °� I t2 g.3 OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. , U.O.N. o rif POP RIVETS TO BE 3/16 -0, 5052 ALUM. ALLOY, U.O.N. 11350" 500" t1 a '0 5„ 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. fit = .076' 14. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE (OPTIONAL) 055' ITYP.)- N N [ P { 1.533" .055' .50( OADJ. SILL-TOP OADJ. SILL-BOT. SCALE: HALF SIZE SCALE: HALF SIZE ALTERNATIVE OADJ. SILL-BOT. FLAT END SLAT �a SCALE: HALF SIZE 7 SCALE: HALF SIZE SCENTER MATE 1 tw/ LocKING ROD) CENTER CENTER MATE 2 (w/ LoaaNG ROD) SCALE: HALF SIZE O SCALE: HALF SIZE 9 5" 15'-T I 485" I 1 I I I I 1 I I I 230" 30" 1 1 Ih1 H 2 30 AX. {300 "'L TOP AMAX. CARRIER ®BUSHINGS 'Z SCALE: FULL SIZE OINSERT 13 SCALE: HALF 512E .040 1/8' THICK STAINLESS STEEL OLOCKING ARM 14 SCALE: HALF SIZE f---� 360 10.550'. 80" .435" R t c 375" R 135" R 0 ° f .505" R � Q }}t2 �c211" 150" 31S" R t =.200" MOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. WALKOVER S.-iiLL LOKKING ARM ALIGNMENT INSIDE HANDLE a 75. OFFICE, SHUTTER SYSTEM IS PATENTED WITH THEWS. PATENT AND TRADEMARK 15 LOCKING CLIPD 1 � FLOOR MOUNTED 17 BUSHING (NYLON) 18 SHIM (NYLON)'' OFFICE, PATENT No. 5,755,270. SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE.. _ 12/04/02 16:40 U2 moi z Z Z ,_ 0 d'�• 10/17/2002 '/� �''' Pis ®i D Prodt3cl CoDifOl Division Ln U, - I d o �-� sheet 1 of 7 ~ Q0 'O N _.O c � S m.. Vi 2 R alt N m • V to w az 8 W N N Y a „ Go 08 >z Lu r m ® U Nj Lu N j � 7 z 2 .�. O J W� W O 8 Yv a Ong ry ^rnot°O-. > 9 o N Q ca z. i L Os o• I 19 OL U DEC 2)n 2001.1 PRODUCT REVISED as eempiying wm the Florms Balding Code Accepm=Noo2- /M'7.p2 • ° �' h I EX ti�Ds'go Zoos d'�• 10/17/2002 '/� �''' Pis ®i D Prodt3cl CoDifOl Division scale drern A AS NOTED AV design by tAecMed bF wK L V m drawing no; 02 -643 sheet 1 of 7 i 1 1 l I i 0000•• 0000•• • • • 0000•• 0000• ••••• 0000•• � • f • 0000•• IL u�>t:�ll3��` fi>•rurr i LBOTTOM TRACK PLAN VIEW _v LOCKING MECHANISM CAN BE @ 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) TYPICAL ELEVATION N.T.S. • • • MIN. SHUTTER SEPARATION •••. FAST • FROM GLASS. (SEE SCHEDULE ••• )SEE A6NPT6F2 CHO0 24" O.C. SCHEDULE SHEET 5). DISTANCE TO BE ... FFOR AIYY ACCEPTABLE MEASURED FROM BACK OF ANCH(1R)• • SHUTTER BLADE OR FROM • 0000•• HANDLE WHEN MOUNTED INSIDE. • em 0000 •00 •0000• .50"0 E N_ w w Ix Q USED WRIT PIECES SAM S LOCKING PIN SCALE: 1-1/2". 1' -0" FASTENER CM 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). ' _IHE C W E SECTION TOP TRACK •• • ®••• S IM T, GLASS z M. ANGLE W/ 3/16 "0 POP RIVETS @) 6" O.C. • 0000•• I 0 • •0000• �^ • 41 O • • •• 18 imwdt g 0 `�' • r. ••• w d Q r. •••• 13 10 14 8 O (TYP.) 10 (TYP.) 9 17 6 -1/2" SINGLE ARM LOCKING Y MECHANISM AT CENTE a LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE O OF SHUTTER O TYPICAL PLAN VIEW i°, SCALE: 3" = 1' -0" W Lu Nn = �2 oQ R zzZ Z Z a Li � `PLC Yu N ALT. LOCATION Of LOCSINE MECHANISM IO r _u -w VI �w z N 4 a N LBOTTOM TRACK PLAN VIEW _v LOCKING MECHANISM CAN BE @ 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) TYPICAL ELEVATION N.T.S. • • • MIN. SHUTTER SEPARATION •••. FAST • FROM GLASS. (SEE SCHEDULE ••• )SEE A6NPT6F2 CHO0 24" O.C. SCHEDULE SHEET 5). DISTANCE TO BE ... FFOR AIYY ACCEPTABLE MEASURED FROM BACK OF ANCH(1R)• • SHUTTER BLADE OR FROM • 0000•• HANDLE WHEN MOUNTED INSIDE. • em 0000 •00 •0000• .50"0 E N_ w w Ix Q USED WRIT PIECES SAM S LOCKING PIN SCALE: 1-1/2". 1' -0" FASTENER CM 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). ' _IHE C W E EXISTING/ •• • ®••• S IM T, GLASS SSEMMBLY M. ANGLE W/ 3/16 "0 POP RIVETS @) 6" O.C. • 0000•• I 0 • •0000• �^ • 41 O • • •• 18 imwdt g 0 `�' • r. ••• w d • • r. •••• 13 10 14 8 O (TYP.) 10 (TYP.) 9 17 6 -1/2" SINGLE ARM LOCKING Y MECHANISM AT CENTE OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE O OF SHUTTER O TYPICAL PLAN VIEW i°, SCALE: 3" = 1' -0" W 3/4" MIN. )U 1 -1/2" MAX. nl T N X 0 s 4 &Q 1" x 1" x 1/81• SSEMMBLY M. ANGLE W/ 3/16 "0 POP RIVETS @) 6" O.C. PTIONAL ACCESS HOLE EXISTING 0 STRUCTURE OPTIONALi JOINT BETWEEN / / DRILL 5/8"0 HOLE FROM SEE SECTION B ON SHEET 3 BOTTOM OF EXTRUSION( REMOVABLE AND FOR COMPLETE INFORMATION BEFORE ASSEMBLY FOR FIXED SILL C5 CONNECTION TYPE TRUSS HEAD 80LT (TYP.) REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING PLAN VIEW SECTION S L REMOVABLE FLOOR TRACK DETAIL SCALE: 3 "= 1'- 0" 1 4U SINGLE ARM LOCKING MECHANISM AT CENTER NYLON OR SIDE OF SHUTTER. HANDLE LOCK MAY BE INSTALLED ON 2 -1/4' INSIDE OR OUTSIDE OF SHUTTER (DOES NOT REPLACE SINGLE ARM LOtq SINGLE ARM LOCK OPTIONAL CLOSER HANDLE N.T.S. N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. NYLON LOCK MAY BE INSTALLED ON HANDLE 2 -1/4 INSIDE OR OUTSIDE OF SHUTTER II SMINC" AM LOM SINGLE ARM LOCK OPTIONAL CLOSER HANDLE N.T.S. N.T.S. ASTENER (� 24" O.C. (SEE ANCHOR SCHEDULE 2. MIN. ANCHOR). ACCEPTABLE K (TYP.) DER BUSHING >2 0- -7/16" O.D.� 0.63" LONG NYLON .TOP BUSHING W — #10 x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN S200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) -7 MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. INTIHANSOLE W% SHIM SINGLE ARM LOCKING I MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" a 1' -0" 3/4" MIN. E FASTENER SCHEDU 1 -1/2" MAX. I" x 1 " x 1/8" 3/16 "0 POP 3/8" O.D. x 0.90" LONG NYLON SOTTO BUSHING \-- #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460-0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE OPTIONAL PLAN VIEW SCALE: 3" 0 1' -0" FASTENER OS 24" O.C. (SEE ANCH012 SCHEDULE 2" M FOR ANCHORANY ACCEPTABLE EXISTING GLASS- (TYP.) 6 -1/2" SERLY 4- OPTIONAL LOCATION / C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ,,—EXISTING STRUCTURE JOINT BETWEEN \ --SEE SECTION L ON SHEET 4 REMOVABLE AND FOR COMPLETE INFORMATION FIXED SILL C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ra..n v :cam SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE :3"- 1' 0" PRODUCT REVISED as complyiag with tke Nodit Ac alloO�oZ EX10" n Dais O O8 .. tt V vZ z nl T N X 0 V Z2 0* W �av W� 0 �u �^ u O H g 0 `�' O N r. QO .o V` w d N a r. ��°' 10 v= 0 Ln w C Qw _� Np 1= > w IYW l �y Y N =ZW� Ym W O C O l-- i°, 0 W Lu Nn = �2 oQ R zzZ Z Z a Li � `PLC Yu Vi. 10/17/2002 sole drown by AS NOTED AV V!K It Vl drevinq no. 02 -643 sheet 2 of 7 qr� 0* 0 r _v - -a G A 10.1-8,0 0 O �^ raX 00 -r- o W T.. 0 R JO 10 , 0 3 31 � Vi. 10/17/2002 sole drown by AS NOTED AV V!K It Vl drevinq no. 02 -643 sheet 2 of 7 •••••• 0000•• • • • 0000• 0000•• • • • 0000•• a I SEE TABLE OR DOD EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. -7 z Q`- NUT (W 12" O.C. (TYP., & BOTTOM) EXISTING CONCRETE, MASONRY ' aw V1J SEE TABLE 2 8 ca 3:< OR WOOD STRUCTURE. SEE 1/41, A X-. � 0 ANCHOR SCHEDULE, TYP. J 3/16 "0 POP RIVE1 - h- C2 CONNECTION TYPE OR #12 TEK SCREW EMS REFERENCE ANCHOR ln C)3a~ i SCHEDULE FOR MAX. Qww SPACING Eu - Q ROLLER ASSEMBLY 1" x 1" x 1/8" l,, w 1/2" TYP. EVERY OTHER PTN Ll ti W/ 3/16"0 POP r RIVETS @ 6" O.C. a E Q O MATERIAL F in 1/4" MAXI I SEE TABLE OR DOD EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. -7 z Q`- NUT (W 12" O.C. (TYP., & BOTTOM) n. aw V1J SEE TABLE 2 8 ca 3:< M OR 1/41, A X-. � 0 J 3/16 "0 POP RIVE1 - h- -�' Q� OR #12 TEK SCREW {al 6" O.C. (TYP.1- ln C)3a~ i 44 & @55 Qww X Eu ASSEMBLY - Q wlA 1" x 1" x 1/8" F w ALUM. ANGLE °' ',': ti W/ 3/16"0 POP r RIVETS @ 6" O.C. 1/4" MAX.—' AX. • • • C2 CONNECTION TYPE 0000 • • �:; REFERENCE ANCHOR 0000 • s; SCHEDULE FOR MAX. • • SPACING 0000 • •,�:' • • 5/8" MAX. • •• •• •• ::ZD' •WALfMOM SECTION ASCALE: 7 :•t -e " • •• 0008 1 TING CONCRETE, MASONRY • • 000 STRUCTURE. SEE • •• •eAWO -iOR SCHEDULE, TYP. • • • f3 CONNECTION TYPE • • • FWFERENCE ANCHOR • SCHEDULE FOR MAX. SPACING BUT 00 NOT EXCEED 6" SPACING 11 CONT. 11 CONT 1/2" 1/2" 1/2" my 11 CONT. TWO 1/4 -20 MACHINE BOLTS W/ NUT OR #14 TEK SCREW @ 12" D.C. np (TYP., TOP & BOTTOM) II SEE TABLE 2 8 OSOOR 8O-� BOLT W/ NUT (W 12" O.C. (TYP., & BOTTOM) TOP 9- 3/16" MAX. 2 ALT. ANGLE LEG DIRECTION. 1-p 1/41, A X-. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM wW aJ tnQ BOTH ANGLES (TYP.). Cl CONNECTION TYPE C)3a~ i LL 8RDS01 R REFERENCE ANCHOR SCHEDULE FOR MAX. LA EXISTING WOOD OR SPACING BUT DO NOT QC3 °' ',': SCHEDULE FOR MAX. EXCEED 6" SPA NG 1/2" 11 CONT. I CONT. `-(11) CONT. EMBED. CS CONNI REFEREN SCHEOUL SPACING EXISTING CONCRETE, MASONR OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP.-- 95/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. -SPACING MAX- A �J EDGE —.-„ __ DIST: � wvrQ F- to QJ3 X NQG ul F Xu Qin @ 6" O.C. (TYP.) L-1/4" MAX. OPTIONAL FASTENER '' LOCATION IN LIEU Of ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER CONNECTION TYPE CONT. - FOR LARGER SPANS E TWO 2" x S" AL. ANGLES - E SCHEDULE 1 TYPE C) C2 CONNECTION TYPE REFERENCE ANCHOR Cl CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT DO NOT SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACINC SPACING 1/4 -20 MACHINE BOLT W/ / (TYP.) UI30iTOM0.C. (TYP., TOP 136 1/4" SEE TABLE 2 HE DAIMMON 7 7.0 EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 2" x 2" x .OSO" ALUM. TUBE TYP. TOP & BOTTOM _O 1/4" MAX: MAX. Z z zQ_ z4- nw a. LA-1 a Nw•+ w 3a SEE TABLE 2 V) M W C}F W QF JW = GGLL O H JJ = Q<_j 8hAb%SOR Q] W Xw 3 -3/i6" XW X _u MAX. X iu ENS 0q gin F- MAX. p _A TOP & BOTTOM -1c' MAX. v— REFERENCE ANCHOR ;. SCHEDULE FOR MAX. I S T SCHEDULE FOR MAX. MB , : SPACING SPACING CONT. - FOR LARGER SPANS 11 E TWO 2" x S" AL. ANGLES ISEE SCHEDULE 1 TYPE C) /8" MAX. �CEIUNG/INSIDE MOUNT SECTION BUILD -OUT MOUNT SECTION SCALE: 3" - 1' -0" C SCALE: 3" s 1' -0" 1 z1>11 3" 1 1/4 -20 MACHINE BOLT W/ NUT (W 12" O.C. (TYP., & BOTTOM) TOP 5/8" ROLLER ASSEMBLY 1] w TYP. EVERY OTHER PTN0 2 Cl 1-p 1/41, A X-. _ zw wW aJ tnQ o� C)3a~ i LL 8RDS01 R REFERENCE ANCHOR EXISTING WOOD OR Xl°n QC3 SCHEDULE FOR MAX. Xu I E Q SPACING MATERIAL F in 1/4" MAX. (1 w 5/8" MAX. - N BOTTOM MOUNT DETAIL MAY E USED AT TOP. OBUILD -OUT MOUNT SECTIONS E SCALE: 3" m 1' -0" 12/04/02 16:40 EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EXISTING WOOD TRUSS OR RAFTER Cl CONNECTION TYPE C1a 24" MAX. O.C. REFERENCE ANCHOR EXISTING WOOD OR SCHEDULE FOR MAX. STUCCO FINISH I SPACING MATERIAL II r- 2�TYP. TOP & BOTTOM 1/2" SEE TABLE 2 1/4" MA 1/4" MAX X #14 SMS l 24" O.C. MAX. N z BETWEEN TRUSSE z <t- Q 0_w CL W-A `� 3a w OF- F- Q; SEE TABLE 2 to Qw X Fu 4 wN zw I1 /2" EMBED. IL I' CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE / ANCHOR SCHEDULE, TYP. J QBUILD -OUT MOUNT SECTION F SCALE: 3" - V-0- 1/41* MAX. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 8UT DO NOT EXCEED 8 -1/2" SPACING -5/8" MAX. OBUILD-OUT MOUNT SECTION D SCALE: 3*'. 1' -0" 4" x 1/8" 6063 -T6 ALUM, CONTINUOUS PLATE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" a; MINIMUM THREADED Q� PENETR. "T" IN WOOD @ EACH RAFTER OF TRUSS, ixW 24" O.C. MAX. WHERE = W PLATE EXTENDS ra BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS 1/4" MAX. .z QP dw SO LL3Q ol- J Jw tAQJ Xuj Qw iu wLA w to 1/4" MAX. WOOD SOFFIT / OFLOOR MOUNT SECTION ; G SCALE: 3" 1' -0" PION TYPE ANCHOR FOR MAX. Zz m m C N —F LL 0 r ui - F.� o o ¢ <0 N _0 N U` Cie cn � � V, �� Qa a U z btf 1.7 T u m ` 0 /Z N N wl- N .j 2! a wN zg:� u Nd 0 $ o d 020 o ._. b nor O r� 'A Aga ou. r Z L 6 s 0° irP4;4Asi Vildl *j PRODUCT REVISEDp� is eompw" witb the FbAb ut Code Aaq t»e NOO71 ZZ aa Ex ianDateO QQ 10/17/2001 B�scale drawn by jy, �� AS NOTED AV AI�i D:d 1 Cw design by cheeked b) WSW VJK VJK Yi��7JV� cl'awinq no. 0146-643 sheet 3 of 7 I1 /2" EMBED. IL I' CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE / ANCHOR SCHEDULE, TYP. J QBUILD -OUT MOUNT SECTION F SCALE: 3" - V-0- 1/41* MAX. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 8UT DO NOT EXCEED 8 -1/2" SPACING -5/8" MAX. OBUILD-OUT MOUNT SECTION D SCALE: 3*'. 1' -0" 4" x 1/8" 6063 -T6 ALUM, CONTINUOUS PLATE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" a; MINIMUM THREADED Q� PENETR. "T" IN WOOD @ EACH RAFTER OF TRUSS, ixW 24" O.C. MAX. WHERE = W PLATE EXTENDS ra BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS 1/4" MAX. .z QP dw SO LL3Q ol- J Jw tAQJ Xuj Qw iu wLA w to 1/4" MAX. WOOD SOFFIT / OFLOOR MOUNT SECTION ; G SCALE: 3" 1' -0" PION TYPE ANCHOR FOR MAX. Zz m m C N —F LL 0 r ui - F.� o o ¢ <0 N _0 N U` Cie cn � � V, �� Qa a U z btf 1.7 T u m ` 0 /Z N N wl- N .j 2! a wN zg:� u Nd 0 $ o d 020 o ._. b nor O r� 'A Aga ou. r Z L 6 s 0° irP4;4Asi Vildl *j PRODUCT REVISEDp� is eompw" witb the FbAb ut Code Aaq t»e NOO71 ZZ aa Ex ianDateO QQ 10/17/2001 B�scale drawn by jy, �� AS NOTED AV AI�i D:d 1 Cw design by cheeked b) WSW VJK VJK Yi��7JV� cl'awinq no. 0146-643 sheet 3 of 7 o d 020 o ._. b nor O r� 'A Aga ou. r Z L 6 s 0° irP4;4Asi Vildl *j PRODUCT REVISEDp� is eompw" witb the FbAb ut Code Aaq t»e NOO71 ZZ aa Ex ianDateO QQ 10/17/2001 B�scale drawn by jy, �� AS NOTED AV AI�i D:d 1 Cw design by cheeked b) WSW VJK VJK Yi��7JV� cl'awinq no. 0146-643 sheet 3 of 7 • • • • EXISTING STRUCTURE TWO 3/8 "0 POWERS CALK -IN P 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4"0 ELCO CRETE -FLE P 3" O.C. W/ 1 -3/4" MBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE • • • • • • • • • • • • OR DOOR ALUM. BEAM & SHUTTER SCHEDULE 0t$CRIPTION SHUTTER BEAM Z SPAN SPAN •e is 3 Www�3 W ••�.. x S 651_0„ 91_5„ LA z� �J MAX. Tf;.125*'• •j0'-0" 7' -6" •• •• — a m £ �N •T*w = .0'i2" tf = .zz4•'' •30'-O" 10 _4 ••• 0 02 so m Z EM .' Claw 6" O.C. Tw =.0W0 •tg .224 10' -0" 1_1%4"' •• 8 DOOR TWO 3/8"0 POWERS CALK -IN P 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "0 ELCO CRETE -FLE Cal M 3" O.C. W/ 1 -3/4" EBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE S /8" MAX. 2" x 3" x 1/4" 6063 -T6 ALUM. ANGLE 1 -14 DETAILS @'l THREE -1/4 "O THRU BOLTS 1" MIN. ALUM. BEAM (SEE BEAM Tw SCHEDULE BELOW FOR (BEAM DESCRIPTION & T MAX. HORIZONTAL SPANS) °o 1/4 -20 S.S. MACHINE SCREW & NUT @n 12" O.C. USE THRU BOLT OR ACCESS OLE AS 1so 1 SHOWN IN DETAIL r 1/4" MAX. 3.00" ALT. LEG DIRECTION T (MAX. DESIGN LOAD; 72 PSF) OTOP SUPPORT BEAM DETAIL H SCALE: 3". t' -0" Z q a V) o: w N V) X q £ o3J tY £ = ~f-tu DRILL 7/16 "0 HOLE DRILL 5/16 "0 HOLE 1.13" 3.7S" o ° 0 N.�— 1.12" 1.89" 1.88�11 6.00" Qww'-3 ANGLE DETAIL USING CALK -IN ANCHOR °D�w =o V1 E V) SCALE. 3 "= 1'- 0" QWI-Z<z Z W30 0 DRILL S/16 "O twr Mtn HOLE 1.00" 3.00" 3.00" S = 0 o - 0 U. a t.50" 2.S0" 3.00" 3.00" 3.00" 11.00" NOTE: 1. USE BEAI,jSCHEULE FOR DETAILS II8 AND J , 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET S. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM CLOF SUPPORT TO rL OF SUPPORT. 0V DQOR LE 2 I SEE TABLE 2 4 Q a Z N Z '-- is 3 Www�3 W SPACING -� 1/4" LA z� �J MAX. U -tA — a m £ �N W 4: 3/16 "0 PRIVET QR #12 TEK SCREW _ �wF-gz N qF Z£q wOOma qJ:3 m Z EM .' Claw 6" O.C. ~ `^ ►- _ 1_1%4"' £ w 1 t (al 6" O.C. (TYP.) 1/4" MAX. AS EMBt 04 3116"0 POP RIVET F W V a 8 Z V I G (al 6" O.C. 1/4" MAX. Qo d N o AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR DETARS Tf DESCRIPTION I MAX IONL SPANS) —0 � a2 gSta Q `- 1/4 20 S S MACHINE SORE C' =_ C I %A CC Q W ^ N OR W r EMBED. 1/4 -20 S.S. MACHINE SCREW & NUT PROVIDE 1 "0 ACCESS HOLE Z n g W P PACKO.C. BACK SIDE FOR FASTENING z m ZW o z N O PLYWOOD AND TWO 1/4"0 S.S. LAG SCREW 0 U° t; 2 oo 2 STUCCO FINISH 24" O.C. MAX. W/ 1 -3/4" PEMfR. �,? N U w 5/8" MAX. IN CENTER OF STUDS W J z W e 3.00" 1.00- 1" x 3" x 1/8" OR ^I� 12 ti 7 1 "x4 "x1/8" 'Z zmm c 6063 -T6 ALUM. TUBE �u S c (MAX. DESIGN LOAD * 72 PSF) WALL MOUNT SECTION - USING ALUM. TUBE T s 2.50" I SCALE: 3" - T -0" W y > ,t ° r, o°` a Q'mw " EXISTING CONCRETE, MASONRY O w ?e ^� OR WOOD STRUCTURE. SEE a 1 2"on o ANCHOR SCHEDULE, TYP. S6 BI:u- ' V2 ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE : 3 "= 1'- 0" SEE TABLE 1/2" SEE TABLE 2- BADOOR 3/16"0 POP RIVET 10 OR #12 TEK SCREW (al 6" O.C. (TYP.)— )0 it 4O & z ASSEMBLY — a 1 A C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. SEE TABLE 2 4 MAX. 0. £��wo tA OR DOOR C4 CONNECTION TYPE REFERENCE ANCHOR '-- is 3 Www�3 W SPACING -� 1/4" I 8 �J MAX. U -tA — a m ww � wtnq s 4: 3/16 "0 PRIVET QR #12 TEK SCREW _ �wF-gz N qF Z£q wOOma qJ:3 m Z EM .' Claw 6" O.C. Q �= ON N m£ _ 1_1%4"' £ w 1 t (al 6" O.C. (TYP.) 1/4" MAX. AS EMBt 04 3116"0 POP RIVET & S OR OR #12 TEK SCREW (al 6" O.C. v AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR DETARS Tf DESCRIPTION I MAX IONL SPANS) `- 1/4 20 S S MACHINE SORE SEE TABLE 1/2" SEE TABLE 2- BADOOR 3/16"0 POP RIVET 10 OR #12 TEK SCREW (al 6" O.C. (TYP.)— )0 it 4O & z ASSEMBLY — a 1 A C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. OPTIONAL LOCATION CS CONNECTION TYPE /2' REFERENCE ANCHOR X. SCHEDULE FOR MAX. NUT Cal 12" O.C. PROVIDE 10 & ( it FOR W000 PLATE USE 1/4 "0 �CEILING/INSIDE MOUNT SECTION Tw E S.S. LAG SCREW W/ 1 -3/4" L ACCES 1' MIN. ACC SS HOLE IN BOTTOM OF EMBED. ;' PENETRATION INTO WOOD SCALE: 3" = 1 -o HOLE BEAM OR USE THRU OLT AS PLATE (la 12" O.C. SHOWN IN DETAIL" 2" 3" x 1/4" TWO 1/4"0 S.S. LAG SCREW pRODUCi'REVISED 60 -T6 ALUM. ANGLE PLYWOOD AND 24" O.C. MAX. W/ 1 -3/4" (� ascomplyingttrttAlhaClolPit� THREE - 1/4"0 THRU BOLTS STUCCO FINISH PENETRATION IN CENTER OF EEXxISTING 5/8' I I S/8" MAX. STUDS STIS2 U £ MAX -}-k ALT. LEG DIRECTION A i1(pp'L- Z2�•cZ 2" x 6" P.T. E=p(rstiuDatedl °8 WOOD PLATE (MAX. DESIGN LOAD* 72 PSG (MA)L DESIGN LOAD ;t 72 PSF) By Mismt Ctrl OBOTTOM SUPPORT BEAM DETAIL', WALL MOUNT SECTIOI�t - USING 2" x 6" P.T. WOOD PLATE �"� ion SCALE: 3" - 1' -0" K SCALE: 3" = T -0" dale 10/17/20021 `state drawn by AS NOTED 1 AV drawing no. 02 -643 sheet 4 of 7 Ocn MAX. T- C4 CONNECTION TYPE REFERENCE ANCHOR '-- is 3 SCHEDULE FOR MAX. SPACING -� 1/4" I o 0 �J MAX. U a m ww � wtnq V.1. KNEZEina = ZQJ RUww . 0010481 qJ:3 X L4<0 w Xv £ q� £ 3/16"0 POP RIVET (al 6" O.C. (TYP.) 1/4" MAX. OPTIONAL LOCATION CS CONNECTION TYPE /2' REFERENCE ANCHOR X. SCHEDULE FOR MAX. NUT Cal 12" O.C. PROVIDE 10 & ( it FOR W000 PLATE USE 1/4 "0 �CEILING/INSIDE MOUNT SECTION Tw E S.S. LAG SCREW W/ 1 -3/4" L ACCES 1' MIN. ACC SS HOLE IN BOTTOM OF EMBED. ;' PENETRATION INTO WOOD SCALE: 3" = 1 -o HOLE BEAM OR USE THRU OLT AS PLATE (la 12" O.C. SHOWN IN DETAIL" 2" 3" x 1/4" TWO 1/4"0 S.S. LAG SCREW pRODUCi'REVISED 60 -T6 ALUM. ANGLE PLYWOOD AND 24" O.C. MAX. W/ 1 -3/4" (� ascomplyingttrttAlhaClolPit� THREE - 1/4"0 THRU BOLTS STUCCO FINISH PENETRATION IN CENTER OF EEXxISTING 5/8' I I S/8" MAX. STUDS STIS2 U £ MAX -}-k ALT. LEG DIRECTION A i1(pp'L- Z2�•cZ 2" x 6" P.T. E=p(rstiuDatedl °8 WOOD PLATE (MAX. DESIGN LOAD* 72 PSG (MA)L DESIGN LOAD ;t 72 PSF) By Mismt Ctrl OBOTTOM SUPPORT BEAM DETAIL', WALL MOUNT SECTIOI�t - USING 2" x 6" P.T. WOOD PLATE �"� ion SCALE: 3" - 1' -0" K SCALE: 3" = T -0" dale 10/17/20021 `state drawn by AS NOTED 1 AV drawing no. 02 -643 sheet 4 of 7 b • • • • •i•s• s • •••••• • ' 1 MIN / FASTENER P 24" Q.C. i ' (USE ANY ANCHOR IN 1 ANCHOR SCHEDULE) i 1 #10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET (a 18" O.C. 1" x 1" x .055" • 1" x 2" x .055 "• 2" x 3" x .055" .- 2" x 4" x .0!S5" 8 7 OR 2" x 5" x .125" AL. ANGLE QALT. CLOSURE DETAIL SCALE: 3" - 1' -0" OALT. CLOSURE DETAIL •• • s•i• SCALE: 3" - 1' -0" • •s i•1!x 2. x 1/8" • •• :941..11M. ANGLE 0 ��0 •• 3 #10 TEK SCREWS 0 OR J' 3f 'as ALUM. •••• POP RIVE S (TYP.) 'a 24" O.C. KNCHOR IN _HEDULE) 10 x 1/2" GALVANIZED SMS R 3/16 "0 ALUM. POP RIVET 18" O.C. x 1" x .OSS" .. 1" x 2" x OS5 "- x 3" x .055" - 2" x 41; x .OAS" 2 2" x 5" x .125" AL. ANGLE •••• 2" x 2'• x 1/8" 0 #10 TEK SCREW OR 3/16 "0 ALUM. TUBE ALUM. POP RIVET (a 24" O.C. 6063 -T6 ALLOY (TYP.) TWO 1/4"0 FASTENERS EACH ANGLE (SEE ANCHOR 9�0 9a SCHEDULE FOR ANY ACCEPTABLE ANCHOR) NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE QCORNER CLOSURE DETAIL P SCALE: 3" . 1' -0" 2" x 2" x.125" ALUM. ANGLE CONT. 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ ®O 9a LOCK WASHERS I ei •• nr EXISTING STRUCTURE g HALF OF, USE MALE OR FEMALE AS REQUIRED 8 �ALTCORNER CLOSURE DETAIL DETAIL SCALE: 3" - 1' -0" 10: wu MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) TYPE A ALL MOUNTING CONDITIONS EXCEPT 0 EO F0 (FT - IN) TYPE B DETAIL F OR DETAIL @ W/ SINGLE ANGLE REQUIRED MAX. B.O. (FT - IN) TYPE C DETAIL DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE D DETAIL E 9- 3/16" MAX. B.O. (FT - IN) 30.0 13- 1 12 -4 I3- 1 12 -7 38.0 13 - 1 11 - 0 13 - 1 11 - 2 40.0 12 - 11 10 - 8 12 - 5 10 - 11 48.0 12 -4 9 -9 10 -4 10-0 52.0 12- 1 9 -4 9 -7 9 -7 56.0 11 - 11 9 -0 9 -0 9 -3 61.5 11 - 7 8- 7 8- 7 8- 10 63.3 11 -6 8 -6 8 -6 8 -8 66.8 10- 11 8 -3 1 8 -3 8 -5 67.5 10 -9 8 -3 8 -3 8 -5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 9 -8 7 -8 7 -8 8 -0 81.4 8- 11 7- 0 7- 0 7- 4 86.8 8 -5 j 6 -7 6 -7 6- IO 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6- 1 4-9 4 -9 5 -0 130.0 5 -7 4 -5 4 -5 4 -7 140.0 5 -2 4 -1 4- 1 4 -3 150.0 4 - 10 3 - 10 3 - 10 4 - 0 160.0 4 -6 3 -7 3 -7 3 -9 170.0 4 -3 3 -4 3 -4 3 -6 NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. I I I 7 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOA D (W) (PD ACTUAL SPAN (FT - IN) Z a� MIN. SHUTTER SEPARATION 5 - 0 2 -7/8 a tA J FROM GLASS (SEE SCHEDULE 1 -5/8 8 - 0 2 -7/8 00 30a SHEET 5) 3 2 -1/8 13 - 1 3 -3/4 0.062" THICK 40.0 5 - 0 2 -7/8 �~ Jw RECESSED SILL 2 -7/8 1 -5/8 8 - 0 aj 3105 -1-132 OR 11 - 0 3 0 12 - 11 6063 -T6 ALUM. 3 50.0 = X0 ALLOY (1/8" BELOW 7 - 0 2 -7/8 en QW CONCRETE) 1 -3/4 11 - 0 X F� FluFl 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 g w� I I I 7 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOA D (W) (PD ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 50.0 5 - 0 2-7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 - 8 3 -3/4 3 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 e - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 80.0 5 - 0 2 -7/8 1 -1/2 7 -0 2 -7/8 1 -3/4 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 -1 4 4 90.0 S - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 100.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 - 3 3 3 CV. IF- t /4" MAX. d 1 -1/4" ° ISTING STRUCTURE N. 3,000 PSI CONCRETE NCRETE FASTENER @ 8" O.C. Y SCHEDULED FASTENER IS CEPTABLE OALTERNATE FLOOR MOUNT DETAIL R SCALE: 3" = 1' -0" PRODUCT REVISED 93 complyin w" the r," ing Co& �0 B d Aaxpftw Nq 0Z ZZ . 0 2 Em raeion Date pod By Dbbion Comm! l7 Uz N u z .( Z;: �ry� 52i vfF4 a 0 W V V N 40 H -0 0 O. a , NN N W g . $ '" = 20 v1 c W W > W Q z xz W W O N cl >z 12 W~ iY m zz 18 YV 2 4 C�d`^oo 1 > en C? tl Q f•1 VI N 0 %0 c _8 M .s h CL 3w m °%o 000 r .8 %0 Q 1 1101 0 s U VJ. IWEZEVICH wrot�sst0 EER II Wi 00109th i date 10/17/2002 WK I -drawing no- 02 -643 heet 5 of •0600• ••066• • • • •000• 0000•• • • • 0000•• m' d !' 12 0000 0000 0000 • • 0000 0000•• 0000•• 0000 0000•• • 0000•• 40 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS u '^ y~j !� ANCHOR TYPE LOAD (w) P.S.F. MAX. (SEE NOTE 1) MIN. 2• EDGE DISTANCE MIN. 30 EDGE DISTANCE SPANS UP TO 51-8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 91-01. (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 91-0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 CS CONNECTION. TYPE (SEE NOTE 3) C1 C2 C3IC4 C5 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 CS CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 CS CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 1 C 51 CONNECTION TYPE (SEE NOTE 3) C1 1 C2 C3 C4 CS CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) 45.0 12 12 12 121 7 112112 C1 C2 C3 C4 CS 121 8 1 5 112 12 12 j 7 1 4 10 S 1 5 1 5 3 12 12 12 121 9 112112 1 4 12 10 6 12 121121 p O 9 5 11 61 61 6 3 12 TAPCON WT 57.0 12 12 12 9 1 6 12 12 12 6 1 4 11 9 10 6 1 3 8 3 rA 4 9 12 12 12 11 1 7 12 12 12 8 5 12 101121 7 4 9 3 3 5 3 73.0 12 12112 4 7 4 10 5 5 5 3 9 4 3 4 8 3 170.0 4 S 12 12 12 9 5 11 6 b 6 4 10 4 4 5 3 9 3 3 5 3 IN 1 --t/4 1/4" MIN EMBEDMENT 105.0 10 5 5 5 3 8 -8-3 3 4 8 3 4 8 3 4 11 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 (MIN. 3,11m P-u CONCRETE) 170.0 8 3 4 7 4 8 3 4 8 3 4 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 * 45.0 12 12 12 12 9 12 12 12 9 6 12 12 112 8 6 12 9 9 5 4 112112112 12 12 12 112 12 12 10 12 12 12 12 9 12 111 111 9 6 57.0 12 12 12 10 7 12 12 12 7 5 112 12 121 6 1 4 121 5 4 1 4 3 12 12112 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 5 1/4 -0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW 73.0 12 12 12 B 5 12 9 9 5 4 12 6 6 5 3 12 5 4 4 3 12 12 12 12 8 112 12 11 9 6 112 8 8 1 8 5 12 6 6 7 5 105.0 12 9 8 5 4 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 11 11 9 1 6 12 6 6 ? 1 S 12 6 6 7 5 12 6 6 7 5 (MIN. 3,000 P.s.l. CONatuM 170.0 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 1/4 "0 POWERS ZAMAC 45.0 12 12 12 10 6 12 12 12 7 4 12 12 12 6 4 8 4 4 4 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 9 5 5 5 3 57.0 12 12 112 8 5 10 10 10 5 3 1 9 7 8 5 1 3 6 3 12 12 12 10 6 12 12 12 7 4 10 8 9 5 3 7 4 73.0 11 11 11 6 3 8 4 4 4 7 3 3 4 6 3 12 12 12 7 4 9 5 5 S 3 B 3 3 4 7 4 NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 105.0 8 4 4 4 6 3 6 3 / 6 3 9 5 4 5 3 7 4 7 4 7 4 (MIN• 3,000 Ps.L CONCRETE) 170.0 b 3 6 3 6 3 6 3 7 4 7 4 7 4 7 4 V * 45.0 12 12 12 12 11 12 12112 12 7 12 12 12 11 6 12 8 7 7 4 12 12 12 12 12 12 12 12 121 8 12 12 12 12 7 112 6 1 B 8 1 5 1/4 "0 ELCO MALE/ 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 1 8 5 11 4 1 4 6 3 12 12 12 12 9 12 12 12 11 6 12 12 12 10 b 12 4 4 7 1 4 FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT 73.0 12 12 12 10 6 12 8 8 7 4 12 5 5 6 4 1 11 4 4 6 3 12 12 12 12 7 12 8 8 8 5 12 6 5 7 4 12 4 4 7 4 & 1/4 -20 MACHINE SCREW WITH NUT 105.0 12 7 7 7 4 11 4 4 1 6 3 11 4 4 6 3 11 4 4 6 3 12 B 7 8 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 (MIN. 3,300 PA.I. CONCRETE) 170.01 11 4 1 4 j 6 3 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 1121 4 4 7 4 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 45.0 12 12 12 12 11 12 12 12 121 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 1101 10 9 6 57.0 12 12 121121 8 12 112 12 9 6 12 112 112 8 5 12 4 1 4 6 3 12 12 12 12 11 12 12 12 12 7 12 112 12 10 7 12 6 5 7 4 1/4" ELCO TEXTRON HEX- FLANGE 73.0 12 12 12 10 6 12 8 8 7 4 12 6 1 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 TAPCON/ HEX HEAD TAPCON W/ 1 -3/4- EMBED (MIN. 3.320 PS.L CONCRETE) 105.0 12 8 8 7 4 12 4 4 1 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 1 S 1 7 4 12 6 5 7 4 17 0.0 12 4 4 b 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 4S.0 12 12 12 12 11 12 12 12 121 7 12 12 12 11 7 12 8 8 7 1 4112 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 1/4 "0 ELCO CRETE FLEX 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 112 4 4 6 . 3 112112 12 12 1 11 12112 12 12 7 12 12 12 10 7 12 6 5 7 4 W/ 1 -3/4" MIN. EMBEDMENT 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 S 7 4 12 6 5 7 4 12 6 S 7 4 (MIN 3350 PS.L CONCRETE) 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 S 7 4 12 6 S 7 4 12 6 S 7 4 12 6 5 7 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS Z LOAD (W) MIN. 3W EDGE DISTANCE SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO N W IL P.S.F 5' -B" 8' -0" 9' -01• 131_1" 0Q ANCHOR TYPE MAX. (SEE NOTE (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) CONNECTION TYPE (SEE NOTE 3) CONNECTION TYPE (SEE NOTE 3) CONNECTION TYPE (SEE NOTE 3) O, Ln N • nl W 1) C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 C5 WV limit KI 45.0 12J12 1 12 9 1 7 112 12 121 6 1 5 112 12 12 1 5 1 4 12 9 1 9 13 3 p O 1/4"0 wo00 LAG w/ 1 -3/4 " MIN. THREAD S7.0 12 12 12 7 5 12 12 12 5 1 3 112 12 121 4 1 3 12 5 1 4 1 3 ..gg4 .'�•Wp br.t�+1 �o •G �o 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 3 12 5 4 3 PENETRATION SHEAR PARALLEL OR PERP. 105.0 12 9 8 3 3 12 5 4 3 12 5 4 3 12 5 4 3 TO WOOD GRAIN 170.0 12 S 4 3 12 5 4 3 12 S 4 3 12 5 r4 3 FSEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED as eomplyhlg w'R6 the Bsl # N o2. -) 227.0IL Uz ,^(05 Z Z} m T N 6 = .N W -►- Q j $ N W IL F-n 0Q 0 m M N - O "'s°°°� a O, Ln N • nl W e •Z V, W y� W WV limit KI `J .8 N �JRy v ~ Z 1 o Z u.+ A NJ N 3� zz Z 4: 9.11 O VO rn Aare 10/17/2002 scale Craven by v� Cea79n by ehaeked by VJK Jt JK drawing no. >M9N 0 ..gg4 .'�•Wp br.t�+1 �o •G �o �$ a O -c z r A. F" a B I0 U N 6 = o M e •Z N S N 3� - o n rn Aare 10/17/2002 scale Craven by AS NOTED AV Cea79n by ehaeked by VJK Jt JK drawing no. 02 -643 heef 6 of 7 0000••• • 0000• 0000,• 0000•• • n •• 0000 • .. 0000 • • •09• • • .. •• 0• . . . 0 0 .... ...... •• • 0000 • • • • • •• 0000 • • 00.0.9• • . .. 00. 0 0000 0 000• 12/C b: 4U ANCHOR SCHEDULE LOADS FASTENER MA)aMUM SPACING (INCIMS) REQUIRED FOR VARIOUS DESIGN u Zz ''' orC Q,M N V) A 4 MtM�{�0 �R SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO PANS UP TO O fY J � Y • tj ad I0 0 Q r Q wi = (SEE NOTE 1) (SEE NOTE 1) i (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) 2 =W Y i. m V z 12'r Np N O Iz Lu r' N7 CONNECTION TYPE COMAECTARI TTPE' LLJ N ZC °± m lzs (SEE NOTE 3) (SEE NOTE 3) mmm© ©000 © ©0000i © © ©a�mmmo ©mmmo ©000© 0 © ©© : . III1f1W11111111tI11f1111111111 !> Exammmununu®mmumn ©EEBE 1/4-0 ITW ©ao © © © ©Q� ©ii�oi� 000 © ©o © © ®� ©ii © ©ii ©i EMBEDMENT r r /.© ©�� A Is00. VA V /©W�9Apa0©©©aam6,a�©x &Aamam2©11 r • © MAE &,0 % % via EVI% % %©m / /.PIJFNa % %©IA, BE %©E Blvd, VIA ©Euslormum mmmmommmm© ©mmmm ©m© © mmmmumunuu unuum©mm�� ® ®m0 ©m�m00�� © ©0�� mmm© ©000 © ©v ©o0 ©ii. mmmo ©0000 ©coo © ©v © © ©�. r-1= .. • MIN. EMBEDI- ENT . • oii0mz�oii. ®o►��. ©�i. ©�Oi ©loll ©loll© mmmo© mmmnummm ©©000mmmoonmmmmummmannum i 1/4"0 ELCO MALE/ EMBEDMENT 1/4-20 MACHINE r r UM© ©X" ©' " SCREW WITH NUT r r omom0r.©oir�.�0i ©rio� ©loll ©ir�.� ©loll© �mmmm© mmmo ©mmmoova ©�.mmmm ©mmmo ©mmmo ©000 ©© ;�_» " „ ";»"t» »= �mmm00000 © ©v0 © © ©ii ©i ®mmm ©mmm ©Om000 ©vo ELCOTRO 4- • "m'm 'Er � " ©' HEX • •D r r ©E&'UW© /MAHZERINUED/ /. VA t�mmmm© mmmo© mmmo ©v © © ©�.mmmmommmo ©mmmo ©000 ©© :— •,:•:•:.•> �mmma ©000 © ©v0 ® ©i ©ii ©immmm ©mmm © ©moo0 © ®ii© . mmmo © © ©o ©© loll © ©ii ©mmm ©oo © © © ©v © © ©ioi0i EMBEDMENT ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE S. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INT6 ADEQUATE WOOD FRAMING MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7 SHALL LAG E LOCATED IN CENTER OF NOMINAL 2" x04” (MINFRAMING, O T. FASTENER " EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =O.SS OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD. (SIDEWALK BOLT), U.O.N. 9. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHEREO WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION 8 -1/2" O.C. OD ANCHOR SPACING SHALL NOT EXCEED 12. FOR BUILD -OUT ,MOUNT SECTION E0 ANCHOR SPACING SHALL N0, f EXCEED 6" O.C. , PRODUCT REVISED Bo n �vk6 tI3! E70rtdf Accep vm No o z- l Z27 • o Z Euirstim Dnte ml MW ' o a g Division � uZ N m�� u Zz Zf.. orC Q,M N V) A 4 MtM�{�0 �R vi o tA � h, c w •� A �yFw T., Z Luu O fY J � Y N tj ad I0 0 Q N Q wi = W d � p C a V > N •iS 2 2 =W Y i. m V z 12'r Np N O Iz Lu r' N7 R R 7 LLJ N ZC °± m lzs V.. data 10/17/2002 VJK LV drawing no. 02 -643 heef 7 of y�Q�QC�r` orC Q,M N V) A 4 MtM�{�0 a o � h, c w •� A �yFw T., Z ° I0 0 e e a 2 V.. data 10/17/2002 VJK LV drawing no. 02 -643 heef 7 of MIAMI SHORES BUILDING INSPECTION VI LLAGE DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the ap ro�•al of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. Tis application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida,jand 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 specificationsl must be kept at building during progress of the work. .% Date......_. _.._._.. _- ..._.-- .... ...............,19 Owned s Name and Ad ess..... _ - -.. _... .__.__. -• �; - - -- •-------- -------- - - - -•- -•__ -- o •- - __ Street- -l(Lif = Registered Architect i Name and address of Location and legal des Street and Number State work-to bed or Engineer. used contractor- ion of lot to be built on: _._ Block---- --- - - - - -- --_ ..... .. Subdivision _ _ ....... _ ..... work is to be purpose of building (by floors for no other purpose. New ............. Remodeling .......................... Addition .......................... Repairs .......................... No. of Stories ...... To be Constructed of - -- ....................... Kind of foundation ...... ...................................... _._- _ ........ _- Roof Covering ._- ................................ I............ Estimated Total cost of improvements $ ... _....... - -_-..._-. -- Amount of Permit $ ....... Lial. � .----._.--.----_ -- Zone cubage ....r _— _--Plan Cubage_��: _. � -Jel . . .......... Distance to neat nearest building_--•--__.._.______ -- -- - - - - -- -Size of Building Lot -_. -__ _.__ _. - - - - -_ _.----- • ... ..... .. ......... _.......... Maximum live load to l e 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 al pplicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Flo 'da Workmen's Compensation Act, being Section 5866, Compiled General Laws of Florida, Permanent Supplement, and has complied with a provisions thereof, and will require similar compliance fr om ntractors r sub- contractors employed by him in the work to be perfo ed under this permit; and will post or cause to be posted f tion a site of the work such public notice or notices as are require by the Act. The undersigned agrees to employ only 71, o work to be performed under this permit, as are licensed y Miami Shores Village. Remarks.__. �___ _ _ (Sign STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take aclmowledgments, personally ap. peered_ __ - ---- ..... — _ _ ._ —_ ___._ - -- - • - - - - -- me well known, and who, beanngg by me first duly sworn, upon oath deposes and says that he is the.. . ............................._...................... . .•.....r- .._...__._.._._.______ 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 aria true. Permit No. % 60 Z `�_.�.____ Date•_ —. Read, Sworn to and Subscribed before me. Disapproi ( Signed ) Chairman Member -- ._--- _- ------- - ----- ___ _. -- Notary Public, State of Florida My Commission Expires --- _ ----- _- _- •-- - - -_._ __.. _ ____ ....... _ ... - - -_. —_ -- -,DATE Member— _ _ .._ ---------------------------------------------------------------- Member— - __ _ _ _ _ .... -------- ----- ..- ......... - ...... _ Member Council Approved - - _L - - - -- ____ _. ... _ __ —_____ -Date Disapproved -------------- ------------------------------------------ ...................... Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workuWaship. Ili ��n N lox s7- oN 34.79' n ,2� _ ( to 21.49 C'o�GN' o jImIf •� r a. f t • � 3 � • w Pte, � No" � ^ � �'. yr• i ,� �.. `ge ZCP 'f;a Gam' (•!� ` : ` r. r y.,t . • �g�•.Y p fires. ' .e' 683- 1 ` }y♦ `r • SKETCH OF SURVEY SCALE I " =20' MIAMI SHORES VILLAGE, FLA. N9 5171 s SS INSPECTION r r TIME READY E REMARKS: (� 1 1 1 1 1 1 1 1 1 1 1 i 1 I 1 1 1 1 1 1 1 E MIAMI SHORES VILLAGE, FLA. DATE 1— -J N° 51'73 INSPECTION TIME READY 1 412 ® � lipik r N.., -e �= 1,1 A` a cg INSPECTOR DATE , , r m 7 q " I N. 5442 MIAMI SHORES VILLAGE, FLA. o , JOB�2 , ADDRESS 0 1 3. i INSPECTION , TIME READY REMARKS: t INSPECTOR DATE ■ r, 4 r , MIAMI SHORES VILLAGE, FLA. N9 5460 , , JOB 6 l E ADDRESS L / INSPECTION TIME READY REMARKS: INSPECTOR �jo DATE M AM- 1 SHORES VILLAGE, FLA. N9 5466 Jos 0 ADDRESS INSPECTION Pt L ' o -2 TIME READY REMARKS: IC A 1SPECTOR DATE /—L- 2 K' Sl