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546 NE 97 St (2)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...'.. _..__..... _...s .._... ,19? Owner's Name and Address ....._ .... No . Street_... Registered Architect and /or Engineer .. ....,,11..1.4, Name and address of licensed contractor 6 h tT / /4 &71EZ . oti/t/l"J? Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done ° 4 (C.. ? 7 S7 A State rk to be done and purpose of building (by floors).. ` 0 A . /r cz- . . Y r /v ° C p / ,ivcv-; 2:e ` . _eidsaSL'- Addition New Building Remodeling 1 -> - To be constructed of Kind of foundation Estimated Total cost of improvements $ SV amount of Permit S. Zone cubage required . . ........... 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 pennit 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 pennit, as are licensed by Miami Shores Village. Remarks.__ (Signed)_ STATE OF FLORIDA, COUNTY OF DADE. j ss. Building Ins cctor Chairman Member Member ...... Council Approved Date NOTE: A charge of $1.00 will be made for the Planning Board. A re fce of 51.00 will be charged materials and /or workmanship. APP. 76) 46.0,, 6;u6t. ... c'5 4 x 61/fr/ 4. 0/it &©r 'ts /j'9it. 71/4.-A and for no other Repairs Roof Covering I to 7 No. of Stories purpose. 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, sand that all facts therein by him stated are true. l. Permit No.. /g/// _ Date 2 " 4 "'‘`' ' 1, /9 i i7 Read, Sworn to end Subscribed before me. Disapproved Date (Signed) L�S�° L— t Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Member Member Member Disapproved Date making corrections or changes to this application after approval has :wen obtained from when such re- inspection is made necessary by improper notice for inspection or faulty BUILDING 111 MIAMI SHORES VILLAGE, FLORIDA ELECTRICAL ❑ PLUMBING ❑ PERMIT N? 10530 Contractor's ROOFING IS License No. Owner of m Building Q Work to be performed under this Permit Architect Contractor ii 1 or Builder Legal Lot 1 11 Description H B1. Address of j ,- Building Lt �" L t 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 anv 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 know edge 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 etyplooyeees. (1 Signed L Q�'�'_ : r Gt ` . s g � (INSPEC'T'OR) BY In consideration of the issuance to me of this permit I. agree to perform the work covered hereunder in compliance with al ordinances and regulations pertaining thereto and in strict conformity with the plans, dr /wings, 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 Q.. c Subdi- vision Sq. Ft. Value of Project eb es $ 2o Date I - ' 1 cas- Amount of 11 Permit $ BY AUTHORITY _19_4 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approyal 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 SCpt ^cYT1b0I" ? j® 68 ® / x ,19 - - -. Own'r s Name and Address.. :kr' ° Yltd r e� N o e j 6 Street_ - -- _ -- _` -- °_ -- �� • Registered Architect and /or Engineer... _ 11 i YX? /Ot 5?t ,1Xg11 o Name and address of licensed contractor_ JG bn ° I TO Location and legal description of lot to be built on: Lot.. Block - Subdivision Street and Number where work is to be done 5 E 17 ° E • 9 7tb St 0 State work to be done and purpose of building (by floors) _. __E r• 6 v/ E 1 ----- - - - - -- - - and for no other purpose. New Building Remodeling ___ Addition X Repairs No. of Stories To be constructed of Kind of foundation.__ Roof Covering__ Estimated Total cost of improvements $ 120.00 Amount of Permit $ Zone cubage required plan Cubage _. Distance to next nearest building__. ___ . _ Size of Building Lot Maximum live load to be borne by each floor.__ I hereby submit all the plans and specifications fox said building. All notices with reference to the building and its construction may be sent to__ _ - ____ -- The undersigned applicant for this building permit dot hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen s Compensation Act, being Sec :ion 5966, Compiled General J., rxda, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contra ors r s -contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for Mpec •6 o e ite of a "e work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su q6ntrro'rs 9iii otk be performed under this permit, as are licensed by Miami Shores Village. Remarks — • - ---- -- --•-- ------ -- •--- STATE OF FLORIDA, COUNTY OF DADE. SS. Before me, th^ undersigned authority, a notary public, duly authorized to administer oaths and take aJciowledgments, 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 r 3 c:> Date____ g 1 ...____ Read, Sworn to and Subscribed before me. Disapproved Date_ Notary Public, State of Florida ( Signed) ��� , -- F�-�', - - -- ...__...- -- - . -- -- - Buildingspector My Commission Expires__ ._ PLANNING BOARD__ DATE Chairman . __ _ . _ Member Member _ _ Member Member Member Council Approved _ - Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice fo° inspection or faulty materials and /or workmanship. Date (' -' /_ % Job Address Legal Description 1,..c ( f . ; C s Owner / Lessee / Tenant +‘ w J C t ,.� q (' _ '. T . .,_t ; , / Master Permit # Owner's Address 5 ./: c' '.' f Phone % ' / Contracting Co. / _ h ( j: / / i? - � Address ( } °' - / I : " j Qualifier ci',/g % ? /' ?� r y A .0;," or t SS# / ;/ - ?/ ? 11AAII Phone State #( �'`�"��'�'iIun"igipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address n Mortgagor �iti'•;,: -. ; i ' ���. , Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 2 -Po :z (;!/-if Square Ft. Signature of owner and /or Condo President Dater < ; 3.. . _ _� a'/ Notary as to Owner an �° � � ¢+6 - President My Commission Expires fl m . a � inL i : J W.20,1 .4 APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE _C 4)Q ./_ /J Zoning —r f a . % Tax Folio ) � / � Date: e Estimated Cost(value) , ��, WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of Co actor or Owner - Builder Notary as to ConpraNCPor'lOwner-Builder My Commission E ¢B 1' Jan9 20, 1 Other Electrical ** * * * * * * * * * * * * * * ** PEES: PERMIT 4 0 RADON C.C.F. 4r NOTARY TOTAL DUE J- G Mechanical Plumbing Engineering_ Ai . • PERh11T NO. TAX FOLIO NO.A 11 3D. L ' 01 1 -15 �O STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. tS 1. Legal description of property and street address: J 'o 1J� 'A C e LOT k J."'Dl q c1 ov S e.4( c.) v-\ !S 2. Description of improvement: 3. Owner(s) name and address: 7 •r Ar?),Al2it F/ � e c c k , Interest in property:�71,Lg Name and address of fee simple titleholder: 4. Contractor's name and address: /� w1 ^ \ Ge tT3 3a3/2- 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: NOTICE OF COMMENCEMENT e( 10 p J G 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the xpir}a ion date is 1 year from the date of recording unless a different date is specified) 6 /9' / r - Notary Public Print Notary's Name My Commission Expires: gnature of Owner Print Owners Name Cmiel..G� a e `J Sworn to and subscribed before me this 7 day of J — e 9 , 19 C - -%G'— Notary Publh. 7Z-e" , A /7 - - of Florida at Largo "fair Oththrrl„ ion Expires: 44111020, 1094 STATE OF `. 0 2A, Cut) ?�'., .) 93R284353 1993 JUN 08 13 :40 Prepared by: e-�7 A/ � L. Address: /3 f o l, • ei� • , PERMIT APPLICATION FOR MIAMI SHORES VILLAGE rt. Date ' I Job Address SCI E cn S +Beet Tax Folio k 11 3 2 -0C ( 7 I5 Legal Description k 4 115 — RIK 4 r't © PL df S LJ Owner / Lessee / Tenant 86 1)ltie01 `TGS E y Master Permit # Owner's Address Sy�o N cif S +R.e1 ± / Phone r I 5 r7 — 11 1 3 Contracting Co. IAAI (Cvl nlL • Address s$ 8 S r QV `i . L Qualifier Jhl ss# State # CCU O5t 3 Municipal # Competency # Ins.Co. Architect /Engineer A//A Bonding Company n/iA Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION (der 60( 4(1 F A-I ( utef e- 7de c pow. h ( c , Re NP,Iai FI L eA 4i #2 -F cOoicliKti IMtho - 0 1 6 3 Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YCUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I a .or th above -named contractor to do the work stated. ' Signature of Contractor or Owner-Builder Date: 3/a Notary as to Owner and My Commission Expires: ** * APPROVED: e of owner and/or C•n�o Pres•ent li * * FEES: PERMIT 1° Zoning L NOTARY SFAI RI6TARY B STATE OF FRIDA COMMISSION NO. CC339927 MY CO MMISSION EXP. JAN. 20 * * * * dt RADON C.C.F. Fire Address Estimated Cost(value) Building Phone - /O2 3 PAVING FENCE SIGN Notary as to Cc ntrattatIMINQrorigiild cr My Commission MARCIA H I � � VUBLIC STATE OF FLORIDA COMMISSION NO. CC339927 MY COMMISSION EXP. SAN. * * * * * ** r f NOTARY TOTAL DUE 97 `%v Other 1 /1 51(11V - Electrical Mechanical Plumbing Engineering, ` NOTICE OF COMMENCEMENT ■ PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: ,j LI I, N E S ``7 S +A fe'r /►1 i F s 2. Description of improvement: A'Q -. 1 /E 61 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: ture of Owner P int Owners Name Notary Public Print Notary's Name My Commission Expires: 9-4-R150021 1994 MAR 29 13.23 (/4-f f J? C E /30u-7 .?-c Lgjc fr ;) e.12/2//fic' QAR bARA 7rosey S I NC q'7 S11ee+ /16 Sly es (4i-f i\/ 6 r — / c. , 64 US (r4/ 3,Y7G Sworn to and subscribed before me this 2 day of PlfC .19_q9- a/te,6;) WL671,) / 4 / 4 /y/ S OI MARCIA HILMS L— .._.'.••`— NOTARY PUBLIC STATE OF FLORIDA MY COMMISSION EXP. JAN. 20,1998 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice ofCommencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Prepared by: DRvt l) 4 c✓"ir-v Address: (oil thW-l/ / 2(14. PI/41 FL. 33/.3 LA Contractor Name Address t 8 S O N. us 2 LAI - 84SS 0 P1 3 x97 Phone '°/o ?- 5j9� -s66S F lat (Slate, Broomswept, Shake and Country Shake) Spanish "S" 11 MONIER Villa, Roll Mission "S" 14A ►hJ R Tile Profile Tile Attachment echanically Fastened Mortar -Set lindulaymtniSystrzi PERMIT SUBMITTAL DATE ( - a3 -9 r �l Bermuda Flat (Mortar -Set Only) FT Mission Barrel (mortar -Set Only) System 1- Single -Ply Unsealed System (Note: For use with Flat, Villa, Roll and Mission "S" tile profiles only). System 2 - Single -Ply Sealed System (Note: For use with Flat, Villa, Roll, Mission "S" and Spanish "S" tile profiles only). ystem 3 -1%vo -Ply Sealed System (30/90 Hot Mop) (Note: For use with all tile profiles utilizing the mortar -set system and for Villa, Roll, Mission "S" and Spanish "S" tile utilizing the mechanically fastened system). 0 1992 Monier 111 MONIER VILLA, ROLL MISSION 'S' AN[ (Slate, Broomswept, Shake, Country Shake) TILE Installation Specifications These specifications are designed as a manageable guide to be used by roofing contractors, installers and code officials. Architectural format specifications are available upon request for the requirements of spec projects. Requirements of building code(s) applicable to the area of installation may differ from the information herein and should take precedence over these specifications. (Please contact Monier's Customer Service Department for the Installation Guide showing recommended drawings and detail for tile and felt application.) MATERIALS T51es 1. Villa, Roll, Mission •S' and Flat roof tiles manufactured by Monier Roof The, Inc. 2. Tile fixtures - Hip starters, apex, ridge, hip and rake tiles. 3. Surface finish - Smooth/slate, broomswept, shake, country shake. 4. Approximate weight -10.0 lbs. each 900 lbs. square (3" headlap). 5. Tile meet or exceed all waterproof requirements for absorption and permeability as well as break strength and freeze thaw requirements. Underlayments Single -ply system. Note: Minimum underlayment recommendations are listed below. Check with local codes for local requirements 1. Organic Type I commonly called 43# base sheet. - OR - 2. 74# mineral surface roll roofing felt commonly called 90 #. Two -ply system. 1. Organic Type II Commonly called (No. 30) or (30 #) asphalt felt, and 74# mineral surface roll roofing felt commonly called 90 #. Membranes 1. Organic - Asphalt impregnated cotton membrane, min. 3' wide. Conforming to ASTM D -173. 2. Inorganic - Asphalt impregnated fiberglass membrane, min. 3' wide. Conforming to ASTM D -1668. Nails 1. For tiles, tile fixtures, hurricane dips and hip nailers - corrosion resistant min. hot dipped galvanized or approval equal (See Technical Bulletin 7B for proper fastening patterns). 2. For standard roof deck (felt and f1ashings) -min. 3/4" galvanized roofing nails. Metal Flashings Min. 26 gauge galvanized G -90 coated, corrosion resistant conforming to ASTM A-525 and A -90 or approved equal. Mortar, Coloring Compound For the purpose of bedding field tile, hip, ridge, rake and for pointing valley areas, wall bases and roof protrusions. A. Components. 1. Blended high strength masonry cement -Type M conforming to ASTM C-91. 2. Portland cement - Type I, conforming to ASTM C -150. 3. Masonry cement - Type M, conforming to ASTM C-91. 4. Sand - uniformly graded, dean and free from organic materials, conforming to ASTM C -144. B. Mixes - Type 'M' mortar, conforming to ASTM C-270 (2 -1/4 to 1 sand/cement ratio). 1. Blend high strength masonry cement with sand until desired mix ratio is achieved. - OR - 2. Blend equal portions of Portland and masonry cements, with sand until desired mix ratio is achieved. C. Integral color -fast synthetic oxides to match tile color. Eave Closure 1. Prefabricated EDPM synthetic rubber con- forming to ASTM C -1056. 2. Metal - Min. 26 gauge galvanized G -90 coated, corrosion resistant conforming to ASTM A-525 and A -90 or approved equal• 3. Mortar for use with mineral surface roll roofing felt only (color optional). Adhesive/Sealant/Coating 1. Asphalt plastic roof cement - nonrunning, heavy body material composed of asphalt and other mineral ingredients conforming to ASTM C -2822, TYpe lL 2. Cold process liquid roof coating conforming to ASTM D -3019, Pipe IL 3. Structural bonding adhesive conforming to ASTM C557 or D-3498. 4. Hot steep asphalt conforming to ASTM D -312. 5. Aorylic.sealer for pointing exposed mortar (optional). Lumber 1. Sheathing - material to conform to APA rain. standards for min 1/2" plywood. 2. Wood sailers - pressure treated in accordance with local code requirements. Felt System 1- Single -ply unsealed system. a. Nail or staple drip edge metal along cave and directly on top of roof deck. Fasten 6" O.C. within 1/2" of inside edge. Lap all joints min. 3' and terminate min. 4" up gable ends. After felt is completed continue metal up gable ends in same manner or wrap and cap nail felt onto barge board and secure with tin tags or cap nails approx. 6' O.C. b. Apply full width roll min. type 43 asphalt coated roofing felt down center of valley areas. Secure felt at edges using tin -tags or cap nails max. 24' c. Cover roof deck with min. type 43 asphalt coated roofing felt. Secure using tin -tags or cap nails max. 12' O.C. along headlaps. Apply each course with min. 2' headlap. Lap end joints and hip/ridge min. 6'. d. Weave felt througa valley areas and extend approx. 4' up wall abutments to ensure water tightness (See Tile Application Section and/or Installation Guide for options with cave detail.) 2. Valleys a. Install either preformed closed valley with min. 2-1a" high center diverter or preformed open valley with two min. 21/2" high center diverters min. 16' wide with 1' metal edge returns of approximately 30 degrees b. Lap joints min. 6' and apply a sealant or separator sheet fo^ corrosion resistance. c. Secure with purpose made metal clips over edge returns and nail to every other batten or tile course through metal strap of clip. d. Trim metal at valley/ridge junctions and install lead soaker sheets to provide waterproofing by dressing lead down onto valley flashing. Turn up sides of lead to provide a water diverter. e. Cut to size a lead skirt underneath cave end of valley to provide water runoff when needed where valley terminates onto a lower roof plane. Dress lead down onto field tile. 3. Wall Abutments - Preformed flashing for use under tile or optional lead flashing over tile. a. Preformed. 1) Install metal wall tray flush to base of side walls over underlayment Start at lower portion and work up to ensure water tightness. Tray to be apprrnamately5' wide with a 1' metal return of approximately 30 degrees. Lead flashing or rigid flashing must be used at head walls and dressed down onto tile min. 4'. 2) Nail vertical flange within 1' of top edge. Secure as necessary to satisfy job conditions. Apply a sealant or separator sheet and tap joints min. 4'. 3) Secure with purpose made clips over edge returns and nail to every other batten or tile course through metal strap of clip. b. Optional counter flashing. Nail flashing at top edge min. 6' O.C. or set into reglets and thoroughly caulk with approved sealant. Lap joints min. 3' and dress down onto tile min. 4 ". 4. Curb mounted skylights, hood vents, turbines. NOTE Building contractor will fabricate and install wood curb of sufficient height to accommodate tile profile. Use min. nominal 2 x 6 prior to underlayment installation. Width and length dimensions will vary, variances should be made for underlayment and lead thickness to insure proper fit of skylight to curb. Any curb greater than 48' width will require a cricket on the top side of curb to divert water to side pan flashing. Special considerations should be given for larger widths and long rafter lengths above skylights or chimneys. a. Dress lead flashing onto eave end of curb. Trim as necessary to insure water shedding capabilities on top of field tile. L. Secure with roofing nails 6" O.C. , insuring nails will be covered by skylight/hood vent flange. c. Continue with lead on both sides of curb working up roof. Trim as necessary to insure water shedding capabilities onto field tile. d. Secure with roofing nails 6' O.C. e. Install top end of curb with min. 24" width lead extending over the course of tile abutting the top of curb and under second course of tile min. 3" or extend lead under both courses of tile at top of curb. Fold lead to create a 1" water diverter at top and sides of 24" lead saddle. f. Seal all nail penetrations, lead/skylight or hood vent joint with approved sealant or caulk. 5. Prefabricated curbed skylights. See skylight manufacturer recommendations for nail-on tile systems skylight installation. 6. Chimneys and wall abutments terminating onto roof plane. a. Secure lead flashing at cave end of wall to suit type of wall. Trite as necessary to insure water shedding capabilities on top of field tile. b. Install wall pan flashing with 1' water diverter along sides of chimney/wall abutments, trim and fold ridge end of side flashing. Terminate wall pan flashing approximately 8' from cave end ol; protrusion. Prior to securement, apply a lead saddle to carry water from wall pan flashing on top of field tile. Seal pan flashing to lead saddle- c. Secure flashing at wall to suit type of wall d. Install metal saddle at top of wall Use preformed corrosion- resistant metal or lead. Dress under tile sufficient distance and trim and fold to insure water shedding capabilities onto side pan flashing. e. Secure flashing at wall to suit type of wall NOTE For widths greater than 48' a cricket shall be fabricated and installed by building contractor. 7. Pipe stacks. a. Seal around base of stack with plastic roof cement c. 1. b. Apply 18" square skirted lead sleeve over pipe onto tile cut aroung pipe stack. Lead must extend under the course of tile above the pipe stack course a min. 3 ". Crimp top edge of lead under tile. Seal with approved sealant/caulk. System 2 - Slagle -ply sealed system. Nail or staple drip edge metal along cave and directly on top of roof deck. Fasten 6' O.C. within 1/2" of inside edge. Lip all joints min. 3' and terminate min. 4' up gable ends. Seal along top edge covering all nail penetrations with plastic toot cement After felt is completed continue up gable ends in same manner. 2. Apply full width roll min. type 43 asphalt coated roofing felt down center of valley areas Secure felt at edges using tin -tags or cap nails max. 24' 0.0 3. Cover roof deck with min. type 43 asphalt coated roofing felt. Secure using tin - tags or cap nails 12" O.C. along headlaps. 4. Seal along top edge of felt covering all nail pene- trations with plastic roof cement or approved adhesive. 5. Lap each course min. 2'. Lap end joints and hip and ridge min. 6' and seal with plastic roof cement Weave felt through valley areas. (See Tile Application Section and/or Installation Guide for options with cave detaiL) 6. Install standard roll flashing or similar with min. 2 -1/2" center diverter min. 16' wide down center of valley areas. Nail within 1' of metal edges mac 6' O.C. Lap joints min. 6' and apply plastic roof cement between laps. Extend beyond fascia as required and seat along metal edges, covering all nail penetrations with plastic roof cement and membrane. 7. Install 'L' type metal flush to base of walls and roof deck over min. type 43 felt Nail 6' O.0 lapping joints min. 4' and apply plastic root cement between laps. Secure wall flange as necessary to satisfy job conditions. Seal along metal edges of deck flange, covering all nail penetrations with plastic roof cement and membrane. (Lead counter flashing may be dressed down onto tile min. 4' at wall apron in addition to 'L' type flashing.) & Apply plastic roof cement around base of pipes, turbines, vents, etc. prior to nailing and sealing unit base flashing to roofing felt Secure with nails, cover all nail penetrations with plastic cement and membrane. System 3 - livo -ply sealed system (commonly called 30/90). 1. Cover roof deck with min. type 30 saturated roofing felt. Secure using tin -tags or cap nails max. 12' O.C. in field and along headlaps (local codes prevail). 2. Lap each course min. 2' and end joints 4'. Lap hip and ridge min. 6" and weave felt through valley areas. 3. Nail or staple drip edge metal directly on top of type 30 felt. Fasten max. 6' O.C. within 1/2" of inside edge. Continue up gable ends lapping joints min. 3 ". 4. Install standard roll flashing min. 16' wide down center of valley areas. Nail within 1' of metal edges max. 6' 0.0 Lap joints min. 6' and extend beyond fascia as required. 5 Install 'L' type metal flush to base of walls and roof deck over type 30 felt Nail 6" O.C. lapping joints min. 4' and apply plastic roof cement between laps. Scat along top edge of vertical flange, covering. all nail penetrations with plastic roof cement and membrane. (Flashing at apron of wall/chimney may be installed after type 74 mineral surface felt (90 lb. felt)). 6. Apply plastic rocf cement around base of pipes, turbines, vents, eta prior to nailing and sealing unit base flashing to roofing felt 7. Cover type 30 felt and metal flashings with min. type 74 mineral surface roll roofing felt (commonly called 90 lb. felt) in hot asphalt or approved equal so that no felt touches felt Backnall using tin -tags or cap nails max. 12' O.C. & Lap each course min. 2'. Lap end joints and hip and ridge min. 6'. Weave felt through valley WAS. LAYOUT 1. Roof shall be clean, smooth and dry. 2. Avoid stacking tines on roof which could endanger stability of structure; distribute stacks uniformly. 3. Layout roof using horizontal and vertical chalk lines on felt parallel and at right angles to cave line to guide tile installation. Horizontals should be marked at max. 141/2' increments for mortar-set, angle -ply sealed system or two-ply sealed system and 13-1/2' for angle -ply unsealed system. Exposed lengths of installed tiles should not exceed 1/4' beyond average. BATTEN INSTALLATION Allowed for pitches 4:12 and up, recommended for pitches 6:12 and up, mandatory for pitches above 7:12 when using single-ply unsealed system Recommended far pitches above 7:12 for single - ply sealed or two -ply sealed system. For pitches 3:12 up to but not including 4:12 a counter batten system is recommended for single -ply sealed or unsealed systems, nos required for two -ply sealed system (30/90 hot mop). NOTE: When using battens on a sealed system, seal entire batten to underlayment with plastic cement p li � y p 10, ?it t:y • System 1- Single -ply unsealed system only. 1. Eave Treatment - Select rubber, metal, wood strip or raised fascia. a. Rubber closure - Apply front face of closure flush at cave edge for Villa, Flat and Roll tile, 1' from cave edge for Mission "S" tile for a max. 2" tile overhang. Adjust accordingly to accommodate up to a min. 3/4' overhang. Secure using min. 3 nails per closure strip long enough to penetrate through deck min. 3/4'. Install one section at a time, prior to tile installation to determine correct alignment by using notches provided in closure. Closure to sit behind tile weatherchecks. Metal closure can sit between tile weatherchecks. b. Wood starter strip/raised fascia - Secure min. nominal 2 X 2 P.T. starter strip along cave edge or raise fascia board approx. 1-112' above deck. Install anti - ponding metal flashing of sufficient width to provide positive drainage. Nail top edge approx. 6' O.C. prior to installing underlayment. c. Metal closure - Apply front face of closure flush at cave edge. Secure using nails 12' O.C. 2. Fasten top edge of battens to horizontal guiding chalk lines and secure using min. 8d corrosion resistant nails max. 24" O.C. Use 8 ft. battens for roof pitches 6:12 and greater and 4 ft. lengths for' pitches below 6:12 or shim with min. 114' corrosion resistant material, i.e., asphalt cap sheet or shingles. When using battens with the sealed underlayment system, apply plastic roof cement under entire batten strip. Where possible, battens should be secured through the deck to rafters. 3. Leave 1/2' space between batten ends and edges of metal flashing to provide vertical drainage slots down roof. 4. Nailing requirements - Use two 8d smooth shank H.D.G. nails when using tile on battens or two 10d smooth shank H.D.G. nails when using direct deck tile applications. 5. Starting at lower left corner (facing down roof) engage anchor lugs of tile over battens and nail tile in horizontal and/or stepped course fashion. Cut/break tile at gables for proper staggering of tile courses and to form straight edge at center of hip /ridge or to meet wood nailers. Tile over- hang at eave should be min. 3/4" max. 2 ". Eave course of tile to rest on noselugs/weather- checks at roof edge when using wood starter/ raised fascia detail in lieu of rubber closure or metal closure. 6. Hurricane clips - not required under normal conditions. Available upon request. (See Technical Bulletin 7B for proper fastening patterns). 7. Valleys - Select closed or open valley. NOTE: Tile Tugs may need removing to correctly seat tile over metal edge returns. a. Closed valley - Miter tile to meet at °eater of valley or to form a straight border on either side of water diverter. b. Open valley - Miter tile to form straight border on either side of twin water dinners- 8. (Optional) Hip and Ridge Nailer' - Secure with corrosion resistant nails on steep roof pitches of sufficient length to penetrate decking min. 3/4'. Install each tile using oat 84 min. HDG nail driven into nailer in addition to edge bedding of mortar. 9. Hip and Ridge tile -Set over field tile in continuous edge bedding of mortar lapping each tile min. 1'. Point and finish to match tile'seface. Apply sealant at ridge overlaps. Apply weep boles at each pan portion of tile for Villa, Roll and Makin "S• tile. Apply two weep holes per each Flat tile. 10. Rake detail - Select tile or metal finish. Rake tile - Secure each tile using two 104 H.D.G. nails to penetrate framing min. 3/4' after installing first and last row of field tiles at verge. Where field tile makes contact with rake tile, point mortar to match tile finish. Maintain constant headlap. Head of first rake tile must be cut min. 3' to provide correct fit to exposed length of fast course of field tile. Position inside edge of rake tile down into flat portion of field tile. b. Rake metal - Install prefabricated metal at gable with 1' return on inside edge and secure with purpose made clips to every other batten. a. 11. Wall abutments - Miter cut tile approx. 1/2• from 3, base of wall and secure full pieces using top right side nail hole only. This will avoid nailing through deck flashing. Small cut pieces should be set in small bead of approved adhesive. An optional lead counter flashing may be dressed down onto the min. 4" to provide a completely watertight joint. NOTE Tile lugs may need removing to correctly seat tile over metal edge returns. 12. 13. Acrylic sealer - Apply to exposed mortar as required. 14. The replacement - Break out damaged tile. Remove or drive existing nails flush to batten using hammer and flat bar. Repair underlayment if necessary. Apply min. 3/8' wide bead of approved adhesive at head of tile in lower course. Set replacement tile into position to ensure Proper contact with adhesive. Remove tile headlugs if necessary to provide easy fit. 15. Pipe stacks - Cut tile to fit close around base of pipe. Base of flashing should be dressed down onto tile surrounding the pipe and should extend min. 3" under the in upper course. Crimp edges of lead under tile to provide water diverter. Roof trafficking - When absolutely necessary to traverse roof, walk on the tile headlap (overlap) in a horizontal or diagonal fashion. Refrain from vertical movement where possible. NOTE Direct Nail-on installation (recommended, not mandatory for min. 4:12 roof pitch and greater for single-ply unsealed and single-ply sealed systems and from min. 3:12 roof pitch and greater when using two-ply sealed underlayment system in high wind and rain areas). Underlayment - System 2 - Single -ply sealed system or System 3 - Two -ply sealed system (commonly called 30/90) only 1. Eave Treatment • Select rubber, metal, wood strip or raised fascia. a. Rubber closure - Apply front face of closure flush cave edge for Villa, Flat and Roll tile, 1' from edge for Mission 'S' the fora max. 2' tile overhang. Adjust accordingly to accommodate up to a min. 3/4' overhang. Secure using min. 3 tails per closure strip long enough to penetrate through deck min. 3/4'. Install one section at a time. Prior to tile installation to determine correct alignment by using notches provided in closure. Rubber closure to sit behind tile weathexchecke Metal closure can sit between tile weatherchecks. b. Wood starter strip/raised fascia - Secure min. nominal 1x2 P.T. starter strip along cave edge or raise fascia board approx. 11/2' above deck. Install anti- ponding metal flashing of sufficient width to provide positive drainage. Nail top edge approx. 6' O.C. prior to installing underlayment c. Metal closure - Apply front face of closure flush at eave edge. Secure using nails 12' O.C. 2. Apply plastic roof cement directly below horizontal chalk lines to provide seal where nails will penetrate through underlayment. (Plastic roof cement may be eliminated when using two -ply sealed underlayment system at roof pitches 6:12 and greater.) Nailing requirement - Use two 8d smooth shank H.D.G. nails when using tile on battens or two 10d smooth shank H.D.G. nails when using direct deck tile applications. 4. Starting at lower left corner (facing down roof) nail tiles in horizontal and/or stepped course fashion using guiding chalk lines and maintaining constant headlap. Cut/break tile to form straight edge at center of hip/ridge or to meet wood milers. Tile overhang at cave should be min. 3/4' max. 2'. Eave course of tile to rest on naelugs/weather- checks at roof edge when using wood starter/ raised fascia detail in lieu of rubber closure or metal closure. 5. Hurricane dips - Not required under normal conditions. Available upon request 6. Valleys - Select closed or open valley. a. Closed valley - Miter tile to meet at center of valley or miter tile to form straight border on either side of water diverter. b. Open valley - Chalk parallel lines min. 2' both sides of valley center. Place mortar beds along outside edge of lines and miter tile to form straight border along lines. Point voids to flush finish -OR- miter tile to form straight border on either side of twin water divertets. 7. Hip and Ridge Nail:rs - Secure with corrosion resistant nails on steep roof pitches of sufficient length to penetrate decking min. 3/4'. Install each tile using one 8d min. HDG nail driven into nailer in addition to edge bedding of mortar. 8. Hip and Ridge tile - Set over field the in continuous edge bedding of mortar lapping each tile min. 1". Point and finish to match tile surface. 9. Rake tile - Secure' each We using two 10d H.D.G. nails to penetrate framing min. 3/4' after installing first and last row of field tiles at verge. Cut head of first rake tile to abut second course of field tile and position inside edge into flat - portion of field tile. Where field tile makes contact with rake tile, point in mortar to match tile finish. Maintain constant headlap. 10. Wall abutments - Miter cut tile approx. 1/2" from base of wall and secure full pieces using top right side nail hole only. This will avoid nailing through deck flashing. Small cut pieces should be set in small bead of approved adhesive. An optional lead counter flashing may be dressed down onto file min. 4" to provide a completely watertight joint or fill all voids with mortar. 11. Roof protrusions - Cut tile to accommodate all roof penetrations. Fill all voids with mortar and point to match tile surface. 12. Acrylic sealer - Apply to exposed mortar as required. 13. The replacement - Break out damaged tile, remove existing nails and seal holes with plastic roof cement or drive -in existing nails with flat bar. Apply min. 3/8" wide bead of approved adhesive along exposed head of tile in lower course and set replacement tile in position to ensure proper contact. 14. Roof trafficking - When absolutely necessary to traverse roof, walk on the tile headlap (overlap) in a horizontal or diagonal fashion. [ 1ortarrset lnstaHatlon (recommended for a uired roof pitch up to approximately 7:12 roof pitch). It is not recommended in areas subject to freeze/thaw. Commonly applied to a 30/90 hot mop system. (Mortar bed is approximately 4 - 5 lbs. dry weight per tile). Two -ply sealed (30/90 hot mop) system only. 1. Lave Treatment - Select rubber, metal, wood raised fascia. a. Rubber closure - Apply front face of closure flush at cave edge for Villa, Flat and Roll tile, l' from cave edge for Mission "S" tile for a max. 2" tile overhang. Adjust accordingly to accommodate up to a min. 3/4" overhang. Secure using rain. 3 nails per closure strip long enough to penetrate through deck min. 3/4'. Install one section at a time, prior to tile installation to determine correct alignment by using notches provided in closure. Closure to sit behind tile weatherchecks. b. Wood starter strip /raised fascia - Secure min. nominal 2 X 2 P.T. starter strip along cave edge or raise fascia board approx. 1 -1/2' above deck. Install anti- ponding metal flashing of sufficient width to provide positive drainage. Nail top edge approx. 6' O.C. prior to installing underiayment. c. Metal closure - Apply front face of closure flush at eave edge. Secure using nails 12' O.C. • .d. • - Apply mortar horizontally along cave edge, insure enough mortar is used to elevate the cave end of tile on profile with the rest of the roof tiles. Apply min. 3/8' weep hole flush with roof deck min. 1 weep hole per tile. 2. Starting at lower left corner (facing down roof) set tiles in min. 10" length mason trowel full of A Type 'M' mortar placed vertically under right side flat portion of tile (with point of trowel faring up roof - recommended not mandatory). Position mortar from head of the in previous cause towards head of tile being set to facilitate proper bedding. Set tile in stepped souse or vertical fashion maintaining consistent headlap. Cut/break tile to form straight edge at center of hipMdge or to meet wood hailers. Tile overhang at cave should be min. 3/4' max. 2'. Saw cut tile at finishing pble to avoid application of mortar to exposed roof areas. 3. Nailing requirements in addition to mortar (local codes prevail) - a) for roof pitches 4:12 up to but not including 6:12 and elevations up to 55 ft. fasten each tile in cave course with one 8d min. HDG nail in nail hole closest to overtrick. Seal tail penetrations with plastic roof cement; b) For pitches 6:12 through 7:12 and elevations up to 55 ft. fasten each tile in eave course and may third tile in every fifth course with one 8d min. HDG nail in nail hole closest to overtrick e) For pitches greater than 7:12 and elevations up to 55 ft. fasten every tile with one 8d min. HDG nail in nail hole closest to overlocq d) For all roof pitches at elevations greater than 55 ft. fasten every the with two 8d min. HDG nails. 4. Valleys - Select closed or open valley. a. Closed valley - Miter tile to meet at center of valley. b. Open valley - Chalk parallel lines min. 2' on both sides of valley center. Place mortar beds along outside :Jge a' lines and miter tile to form straight border along lines. Point voids to flush finish. -0R— Place min. one 2 x 4 board on edge down valley center and apply continuous bed of mortar along edge of board Cut/break and set tile min. l' to max. 4' from board. Line of mortar to be consistent throughout valley. Smooth and form mortar to match tile contours. 2) Separate board after initial set by sliding trowel along both edges. Remove board and point to finish (lightly sweep with brush or broom to match brooms wept finish tile). 5. Hip and Ridge Nailers - Secure with 10d H.D.G. nails on steep roof pitches of sufficient length to penetrate decking min. 3/4'. Install each tile using one 8d min. HDG nail driven into nailer in addition to edge bedding of mortar or Monier peel and stick tape. 6. Hip and Ridge Tile - Set over field tile in continuous edge bedding of mortar lapping each tile min. 1'. Point and finish to match tile surface. 7. Rake The - Secure each tile using two 10d H.D.G. corrosion resistant nails to penetrate framing min. 3/4' after installing first and last tow of field tiles at verge. Cut head of first take tile to abut second course of field tile and position inside edge into flat portion of field tile. Where field tile makes contact with rake tile, point in mortar, to match tile finish. Maintain constant headlap. 8. Wall Abutments - Cut/break the to fit adjacent to wail base. Place mortar along base of wall to fill any small voids between tile and wall and to provide consistent line along wall. Point to match tile contour. 9. Roof Protrusions - Cut tile to accommodate all roof penetrations and fill all voids with mortar. Point to match tile surface. 10. Acrylic Sealer (optional) - Apply to exposed mortar as required. 11. Tile Replacement a) Pull removal - break out damaged tile and =g mortar. Repair underlayment if nexus* Set replacement tile is new mortar bed. Prohibit any roof traffic for min. 72 hours b) Tile removal only (small areas only) break out damaged roof tile and brush clean existing mortar bed. Apply min. one sq. inch of approved adhesive onto existing bed. Immediately set replacement tile in place. e) Individual loose tile - elevate loose tile and apply min. 3/8' wide bead of approved adhesive on head of tile in course below. Immediately set loose We down into adhesive. 12. Roof trafficking -When absolutely necessary W traverse roof, walk on the tole headlap (overlap) in a horizontal or diagonal fashion. Refrain from vertical movement where possilxle. ®1992 Monier FASCIA BOARD METAL SAVE DRIP 10" MASON TROWEL FULL OF TYPE "M' MORTAR NOTE: MORTAR CONTACT IS MADE WITH 3 TILES. THE HEAD OF ONE TILE 2. THE UNDERLOCK SIDE OF A SECOND TILE 3. THE UNDERSIDE OF THE TILE BEING SET NAIL THROUGH PLASTIC ROOF CEMENT (WHEN ADDITIONAL NAILING IS REQUIRED BY CODE) BARGE BOARD POINTED -UP MORTAR BED (WHEN USING NO RAKE FIXTURES - FLAT TILE ONLY) SAW -CUT HALF TILE 63. MORTAR PLACEMENT - MORTAR -SET INSTALLATION - VANGUARD II FLAT TILE 0 BUILDING ❑ ELECT PLUMBRNG L 0 PERMIT ROOFING D Ba rbara Owner of Building Architect or Builder KA•ile Contractor 1 r, is I'`-: ! �.tfs r,c. Legal Lo 4 , 5 --- Description 11 BI 'M Sq Ft. v 9 `�O . t.) Address of S^ / _ N A , �!�{ �� Value of ll Amount of Building V ( Project $ � f � 0 II Permit $ L 7'SU - This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described i A t he a p lica- 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 employ s. r Signed• "/ (INSPECTOR) BY In consideration of the issuance to me of this permit 1 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. e v/A N+ °(10 c e (0 kg_ CONTRACTOR or BUILDER tow° sm/(6 MIAMI SHORES VILLAGE, FLORIDA p,'! Date mq r ZO 19 f 7 Cc et_ cyr( N° BY Contractor's f c C 0 s License No. �� Work to be performed under this Permit �movt g Jll 5r', ni Piet _ Ga nc.r c, t. ro gm/ rt f kce. 10.) 'lad' co 1w rat 1 1 p a '7 , zo g (calor ''tlr't '4 Su ision PL PPIS -*FT A f•� AUTHORITY A t__ 4, • ME 1.(G-DADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING Monier Roof Tile 1900 NW 21st Avenue Fort Lauderdale, FL 33311 Your application for Product Approval of the Vanguard Flat - Shake & Slate tile profile under Chapter 8 of the Metropolitan Dade County Code governing use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the Standard Conditions attached provided the tile systems are approved in strict compliance with Protocols PA 118, 1 120. This approval supersedes all sections of previous tile approvals which reference Chapter 34, Appendix X, Systems 1 -3. Appendix X has been redesignated PA 118, 119 and 120of the South Florida Building Code. This approval shall remain valid until implementation of the 1994 revision of the South Florida Building Code. The Building Code Compliance Department reserves the right to secure a product or material at any time from a job site or manufacturing plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product should any amendments to the South Florida Building Code be enacted affecting this product. The expense of such testing shall be incurred by the manufacturer. Product No.: Acceptance No.: 94- 0323.22 Approved BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1803 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1583 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) pos) 375-2908 - PLEASE NOTE - THIS IS THE COVER SHEET. SEE ADDITIONAL ORIGINAL APPROVAL FOR SPECIFIC AND GENERAL CONDITIONS, BUILDING CODE COMMITTED 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. M A R 2 4 1994 Gil Diamond, P.E. Product Control Division Supervisor Charles Danger, P.E., D Or Building Code Compliance Department Metropolitan Dade County 4. , Product Control No.: 94 -0323.22 5-11r SIIAl(E & SLATE TILE TOP VIEW OF TILE Configuration of surfoce and intenbddng Joint. NOTE: Physical properties of Monier Slake & Stole Tiles ore the some. Sblotions odded to surfoce of shake tiles for decorative effect. yr UNDERSIDE VIEW OF TILE Head kgs rest on solid sheathing on hangover boHens: nose kegs and weather checks normally rest on lower course Of tiles. SHAKE & SLATE TILES ACCESSORIES lo-vr 1.1/r.,4 RIDGE & HIP TILE For use on ridges and normal N TR3 opening between sides is 1 Weight 8.0 bs. Product Detail r4sr wUEaLOCX 1 &3/4' 13rr HIP STARTER For use as a stater toe at eove for . hips. Weight 0.5 bs. avr RAKE/BARGE TILE RAKE/UNIVERSAL TILE v' For gable ends to be nailed For gable ends b be nailed onto gable rafter Of barge board onto gable rafter or barge board Interchangeable for right or left Inter eoble for right or left 2 G il Diamond, P.E. Test Reports Test Agency Construction Research Laboratory, Inc. J.E. Brennan Consulting Engineers, Inc. J.E. Brennan, Consulting Engineers, Inc. Ned Shah, P.E. Professional Service Industries, Inc., Jammall & Associates Division Note: Test #5613 is applicable to all National Tile Roofing Manufacturer's Association members. Please see the March 18, 1994 letter, attached. Product Control No.: 94- 0323.22 Test Identifier Test Name/Report Date #5749 Infiltration Resistance 03/05/93 #5750 Infiltration Resistance 03/05/93 #5613 Infiltration Resistance 04/01/92 Gory- VR00130 -SPU Material Properties Test 04/30/90 JEBCE1- 097 - 001 -90 Material Properties Test 04/30/90 Engineering Report Uplift Approvals 05/04/91 #224 -17017 Uplift Approvals 05/01/91 Gil Diamond, P.E. ti OVn -Wet 15:21 14206 375 2906 CODE) COMPLIANCE IJf12. Rd4 F 121cg. GLS°J M uir March 4,1994 National Tile Roofing Manufacturers Association, Inc. National headquarters P.O. Box 40337 Eugene, Oregon 97404 -0049 Phone: 503- 689 -0366 Fax 503- 689 -5530 Attention Rich Olsen Executive Vice President Dear Mr, Olsen, All single ply underlaytnent installations for use with approved tile or other discontinuous roof systems will be approved in the South Florida Building Code jurisdiction until the revised Chapter 34 is implemented later this year. After tho revised Chapter 34 is irplemented, no single ply underlayment installations will be approved and all tile installations shall meet the minimum requirements set forth in this Chapter, specifically the model tile specifications set forth in Appendix 'X'. If you have any questions or require additional information, please contact this office. Sincerely Yours, Kenneth Everett Building Code Compliance Officer, (Roofing) METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILOINO CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO•DAOE RACIER ER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 93130.1663 (305) 354901 FAX (305) 375.2806 gloat AUGUST 28, 1993 ATTN. FRANK LUBIEN DEAR MR. LUBIEN: MIAMI SHORES BUILDING & ZONING DEPT. 10050 N.E. 2nd AVE MIAMI SHORES FLORIDA 33138 SKYLIGHTS OF FLORIDA, INC. Residential / Commercial / Industrial — Licensed / Insured) 4750 N. DIXIE HIGHWAY • FORT LAUDERDALE, FLORIDA 33334 (305) 771-5170 • F .X (305) 771-0209 RE: JOSEY RESIDENCE 546 N.E. 97th ST., MIAMI SHORES FL. 33138 (ACRYLIC DOME CRACKS) SALES & INSTALLATION SPECIALISTS: STANDARD, CUSTOM & STRUCTURAL SKYLIGHTS ACRYLICS 0 TEMPERED, LAMINATED, INSULATED & HEAT MIRROR GLASS ROOF HATCHES • REPLACEMENT DOMES REPLACEMENT GLASS • REPLACEMENT SKYLIGHTS PAGE ONE SKYLIGHTS OF FLORIDA, INC. INSTALLED THE SKYLIGHT AT THE JOSEY RESIDENCE ON MAY 13, 1993. THE OLD SKYLIGHT WAS REMOVED FROM THE EXISTING CURB STRUCTURE. THE REPLACEMENT SKYLIGHT WAS SET ON TOP OF THE EXISTING CURB STRUCTURE AND ANCHORED TO THE CURBING STRUCTURE USING #12 STAINLESS STEEL SCREWS EVERY 6" to 8" PER CODE. THE INSTALLATION WAS COMPLETELD AND THE JOSEY'S WERE VERY SATISFIED WITH OUR SKYLIGHT AND INSTALLATION PROCEDURES. THE JOSEY'S THEN PAID SKYLIGHTS OF FLORIDA, INC. IN FULL ON THE CONTRACT. TWO AND A HALF MONTH LATER ON JULY 28, 1993, MRS. JOSEY CALLED ME AND EXPLAINED SHE WAS HAVING HER ROOF DONE. SHE TOLD ME THE DAY BEFORE SHE ASK THE ROOFERS TO CLEAN THE HOT TAR OFF OF THE ACRYLIC DOMES. THE NEXT MORNING WHEN SHE WENT OUT- SIDE ON HER PATIO TO SEE HOW THEY CLEANED THE ACRYLIC DOMES, SHE NOTICED THAT THERE WERE CRACKS ON BOTH ACRYLIC DOMES. SHE THEN STATED THAT BEFORE THE ROOFERS CLEANED THE ACRYLIC DOMES THEY DID NOT HAVE ANY CRACKS WHAT -SO -EVER. THE FOLLOWING DAY I WENT TO THE JOSEY RESIDENCE TO OBSERVE THE CRACKS ON THE ACRYLIC DOMES AND NOTICED SEVERAL THINGS: 1. THERE IS A FILMY SUBSTANCE ON THE ACRYLIC DOMES FROM A CHEMICAL CLEANING AGENT. 2. THE ALUMINUM SKYLIGHT CURBING WAS COVERED WITH HOT TAR AND SILVER PAINT AND NOT CLEANED. 3. THE ROOF WAS RAISED BY 1" to 2" BY THE ROOFERS WHO INSTALLED INSULATION BOARD ON THE ROOF, WHICH LOWERS THE CURB AND SKYLIGHT CLOSER TO THE ROOF DECKING. THE ROOFER IS RESPONSIBLE TO KNOW THAT THE SKYLIGHT SHOULD BE AT LEAST 3" to 4" ABOVE THE DECKING OF THE ROOF. SKYLIGHTS OF FLORIDA, INC. DID NOT KNOW THAT THE JOSEY'S WERE PUTTING ON A NEW ROOF AT THE TIME OF THE SKYLIGHT INSTALLATION ON MAY 13, 1993. THE CRACKS ON THE ACRYLIC DOMES ARE EVIDENT OF USING A ABRASIVE CHEMICAL. ACRYLIC DOES NOT CRACK ON IT'S OWN, IT CRACKS WHEN IT INTERACTS WITH ABRASIVE CHEMICALS WHICH CREATES A CHEMICAL REACTION TO CAUSE DETERIORATION OF THE ACRYLIC MATERIAL. 4 66 ENCLOSED IS THE METRO DADE PRODUCT APPROVAL YOU REQUESTED. THE DATED ON THE PAPER WORK HAS EXPIRED, BUT THE PRODUCT APPROVAL NUMBER IS STILL VALID AT METRO DADE. METRO DADE SAID IT WILL BE ABOUT 3 to 4 MONTH UNTIL THEY ISSUE UPDATED LETTERS TO ALL APPROVED PRODUCTS. THIS IS DUE TO HURRICANE ANDREW. ALSO ENCLOSED IS INFORMATION ON CLEANING PROCEDURES FOR ACRYLIC MATERIAL. IF YOU HAVE ANY QUESTION OR CONCERNS, PLEASE FEEL FREE TO CONTACT ME ANYTIME. SINCERELY RJP /lm SM ROBERT J. PALUCCI - PRESIDENT SKYLIGHTS OF FLORIDA, INC. cc: MR.& MRS. GREGG JOSEY FILE SKYLIGHTS OF FLORIDA, INC Residential / Commercial / Industrial — Licensed / Insured 4750 PL DIXIE HIGHWAY O FORT LAUDERDALE, FLORIDA 33334 (305) 771-5170 © FAX (305) 771-0209 PAGE TWO SALES & INSTALLATION SPECIALISTS: STANDARD, CUSTOM & STRUCTURAL SKYLIGHTS ACRYLICS o TEMPERED, LAMINATED, INSULATED & MEAT MIRROR GLASS ROOF HATCHES • REPLACEMENT DOMES REPLACEMENT GLASS • REPLACEMENT SKYLIGHTS . . • • • . • .. - - • — ;1---'llitETAOPOLITAN DADE COUNTY, FLORIDA • • i. • - ..?", • • : • ::' • . • ; • • • - .:,:t:•): (305) 3754612 / PRODUCT CONTROL NOTICE OF ACCEPTANCE s. .. .„.-: A ;; .:;; .7 .,. ..you Product Approval of Solar Lite Acrylic ,' . •-• •,-- . . ■Under.Sections 203 and 204_of.the South Florida Building Code:governit • , . • ... . ..... :the use of Alternate Materials and Types of Construction,:and.complitely ' the plans; specifications and calculations as " ,. cprs Research Laboratory Report #5044A dated March 15 Cru7..2=lionderichi5 letter dated March 22..1989 and drawings #95892702 .#312.29,3 dated February 27. 19R9 has been accepted by Product ControlAto. bd used ih Unincorporated areas of Dade County under the Specific Conditions• set forth. on page 2 and the Sta d Conditions on Page":1:15 .,- Yaulkner. Plastics, _Inc. ACCEPTANCE No.: 89-0328.5 APrROVED : June 11. 1990 • EXPIRES : March 15. 1993 APPROVED: • June 11, 1990 -1- .iittepLEARE NOTE** r1 •'; ' ,•.:‘:,.! . .4.-;,. "• -. This application for Product Approval has been accepted by the . A./,,,!: .., Metropolitan Dada County Board of Rules and Appeals to be used inthe7,:.: ..:::,.. :.Incorporated and Unincorporated areas of Dade County'under the conditiocs set forth above. ...," . ; . • . ..• I • 4 • - A Omas14. ac • P.B. , • Deputy,Secretary_j41 Metropolitari'Dado'County Board of Rules' . • ' . •• • ; 01 P --,,.... ( ft . , • 4 7 . .1 ..„ ...::z . ,. ...t... .... , METRO-DADE CENTER li'•• 3 . • A-,-col.k..r.7c NUM • ZONING DIPARTUDIT . •• • • :•s: •• aunt uno - .-e r t11 STAINT ii. RAMA 3312$4117e • • ' / (335).3754:100 Gi, Diamond, P.E. Product Control V rvisior .Metropolitan Dade County Building & Zoning Department' / ";, .••*" MAY 15 '91 13 :57 Faulkner Plastics. Inc. e.?E25X11 ACCEPTANCE No.: 89- 0328.5 APPROVED : June 11. 1990 EXPIRES t ZSprch 15. 1993 VOTICE OF ACCEPTANCE: SPECIFIC COND1TION5 1. The following models of skylights are approved as permitted under Paragraphs 3505.4 (f) for installations on non -fire rated roofs of one story buildings of Type III Unprotected and Type V construction located in Fire Zone 3. a) Drawing #95892702 Model 9696 curb mount to elevation 15 feet above grade. Drawing #95892703 Model 4848 self curbed to elevation 350 feet above grade. b) Skylight shall be in Building Code. with Sub-section Co 2. Each unit alonedlthelDadehCountyaApprovalenambersignia and model number along with 3. Applications for building permits shall be accompanied by two duplicates of the approved drawing number 95892702 or 95892703 bearing the approval stamp, Notice of Acceptance number and date by the Dade County Product Control Section. The method of attachment shall be approved by the professional of record for the structure. 4. This product must be re- evaluated for structural adequacy when installed within the Coastal Construction Zone, in accordance with Chapter 23, Sub- section 2309.2 (b) of the South Florida Building Code. 5. All units shall be glazed with Dupont Lucite "R" or "L ° continuous cast acrylic sheet plastic. 6. This administrative renewal supersedes the Notice of Acceptance issued May 8, 1989. Gil Diamond, P.E. Product, Control Supervisor Metropolitan Dade County Building & Zoning Department _ CHEMICAL ATTACKERS AND NON - ATTACKERS in Acrylics are unaffected most household da ti eitr�c •gcleaning d ► 1>=uric ncidl� inorganic acids (example: hydrochloric acid, hydrocarbons (acetones), and alkalies (bases ammonia and sodium hydroxide). Acrylics should not be used with chlorinated and :aromatic chloride hydrocarbons, esters and ketones. Also, methylene chloride, benzene, NO AT ATTACK ACETALDEHYDE ACETIC ACID ACETIC ANHYDRIDE ACETONE ALCOHOL, AMYL ALCOHOL, BUTYL ALCOHOL, ETHYL ALCOHOL, }ETHYL ALCOHOL, PROPYL 'AMYL ACETATE ANILINE BATTERY ACID (CONC.' (SEE: SULFURIC AC /0 BENZALDEHYDE BENZENE BUTYL ACETATE BUTYRIC ACID CARBON TETRACHLORIDE CIC,.ItOACET!C ACRD CHLOROSULI'ONIC ACID CHROMIC ACID DIETHYL ETHER DIMENTHYL TORMAKIDE ETHYL ACETATE ETHYL ALCOHOL ETHYL CHLORIDE ETHYLENE DICHUORIDE ETHYL ETHER FORMIC ACID GASOLINE ISOPROPYL ALCOHOL LATIC ACID METHYL ALCOHOL METHYL ETHYL KETONE NAPHTHA NITRIC ACID (CONC.) SULFURIC ACID (CONC.) TOLUENE BYLENE ALUM, AMMONIUM ALUM, POTASSIUM ALUM/NUM FLUORXDE ALUMINUM SULFATE AMMONIA GAS AMMONIUM CARBONATE AMMONIUM CHLORIDE AMMONIUM HYDROXIDE AMMONIUM PHOSPHATE AMMONIUM $ULrATE ANTIMONY - TR /CHLORIDE BARIUH CHLORIDE BARIUM HYDROXIDE BARIUM SULFIDE BATTERY ACID (10%) (SEni SULFURIC ACID) BENZOIC ACID BORN ACID CALCIUM HYPOC}IICRIDE CANONIC ACID CITRIC ACID COPPER CHLORIDE C O,BA, SULFATE DETERGENT SOLUTION DIESEL OIL DIETHYLENE GLYCOL ETHYLENE GLYCOL PATTY ACIDS FERROUS CHLORIDE FERROUS SULFATE FORMALDEHYDE GLYCERINE HYDROCHLORIC ACID HYDROFLUORIC ACID HYDROGEN PEROXIDE HYDROGEN SULFIDE KEROSENE LUBRICATING OIL MAGNESIUM SULFATE t tcuRIC CHLORIDE NICKEL CHLORIDE NICKEL SULFATE SOAP SOLUTION SODIUM CARBONATE 'SODIUM CHLORIDE SODIUM HYDROXIDE SULFURIC ACID (10%) TURPENTINE wATUR MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement ur rise plans and specifications herewith submitted for the build ing or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the i3tiihling Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. iiUUSf(. 3t ro.g Street_ Date O.4-ncr's Name and Address ... eb thurc . 546._ V...........✓ 7. ...» No Registered Architect and /or Engineer Name and address of licensed contactor.... Gr.....&... la.. ...i3.Ql�i' �'ia3.,y �s.....j..S -.`tit ( %t v ar' ._ . .J3.!. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done j 5/ IL 17 6 %r_e e. State work to be done and purpose of building (by floors )iY2t1Q.10....Z4', ?: ! ' QQ over roar :I.7.:at naru O: 17'tse ili. y... OQffi...3.'l- s...3a1$.tiavr `It' Part Of house) p ;) ):�• _ ' >iY rav i'i .r-ooi.e _..__ end for no other purpose. New Building Remodeling Addition Repairs' No. of Stories To be constructed of Kind of foundation Roof Covering Estimate Total cost of improvements $.•.7. Amount of Permit 5,...15.•QQ 1 Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. The unrlcr 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, Penn.rnrnt Supplement, and has complied \kith 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 arc required by the Act. The undersigned agrees to employ only such subcontr ctors o4 work q,k.. r fo d under this permit, as are licensed by Miami Shores Village. r.��11'lz • Remarks (Signed).... r..' i STATE OF FLORIDA, COUNTY OF DADE. as. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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. �n � ,��; Permit No. ._.% ef!. Date .. .!��' Read, Sworn to and Subscribed before me. Disapproved � - `... Date (Signed) Building Inspector Chairman Member Member to Council Approved NOTE: A charge of $1.00 will be made for the P1,rnnir,g l:u.trd. A re- m.pection fee of $1.00 will be charged materials and /or workmanship. Date Disapproved PLANNING BOARD DATE to me well known, Notary Public, State of Florida My Commission Expires Member Member Member making corrections or changes to this application after approval Date has been obtained from when such re-inspection is made necessary by Improper notice for inspection oe faulty MIAMI SHORES VILLAGE Building Inspector BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby umdc for the appro\al of the detailed statement ur uu 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 thc 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. O..ncr's Name and Address ABIAH A. CHURCH 5l 6_N,a.E.e.. No ,.v r. ..S'.�'.a. street Registered Architect and /or Engineer .. ,,.,. .,,. ........ • Q. IL.. BOOZING Name and address of licensed contractor R..... �....� j �j Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where. work is to be done 546 _ . ,....E't.•._97 _STREET State work to be done and purpose of building (by floors) RemQvg....g •ave1 xQQf ,_,os.er at aQuthe. st .. part....o.f...h.o.use.,...apply _ne?dt_fi 1a...p1y-- .gravel..ranf.._ Six... .S.u.uares _..__ and for no other purpose. New Building Remodeling Addition Repairs No. of Stories _ To be constructed of Find of foundation Roof Covering Estimated Total cost of improvements s...1.,.640..O.Q Amount of Permit $ Zone cubage required .Plan Cubage Distance .to next nearest budding 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 dots 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, anti has complied Neith the ptrovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in thc 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 noticcs as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be under this pcnnit, as are licensed by Miami Shores Village. 0 . $; L. *1i:3-KG CC PANY Remarks ( g ){ :, '',`. ' • — � Si ned �c .�� > ' • PRES. 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.._..Q .. D 5 Date � / " Read, Sworn to and Subscribed before me. Disapproved L �.. Date (Signed) My Commission Expires Notary Public, State of Florida 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 niter approval has been obtained from the 1'l. nnir.;; l:u.rrd. A rc- 1n4pection fee of $l.00 will be charged when such re- inspection is made necessary by improper notice for inspectinn or faulty materials and /or workmanship. BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA p ELECTRICAL El 194r PLUMBING ❑ PERMIT N? 10498 ROOFING ❑ ❑ Owner of w Building i L(r.t "at � ' It • Architect Contractor or Builder �` i f !` <. 1 ii L . Legal Lot Subdi- Description BI ision Sq. Address of Ft � l Valu of � e.• 1 1 Amount of y Building `� T �. �`"� / Project $ _* , t l ' I I Permit $ �7 . T, A CONTRACTQ'R or 1y7ILDER Work to be performed under this Permit Contractor's AL g License No. ED D /j / 44 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 i • A r a! pi f iri (INSPECTOR) BY In consideration of the issuance to me of this permit 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 authoritie, of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. `A FI HORITY Owner's Name and Address l 4 �� Registered Architect and /or Engineer.. Name and address of licensed contractor Location and legal description of lot to be built on: Lot ! ` Block Street and Number where work is to be done State work to be done and purpose of building (by floors) 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 • in¢ 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. Subdivision /ji Date..._....... /-- ... ... _._........ _ _..._._._...... ,19.. o. No —. Street_ _ $ 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 $ /4.)C Amount of Permit $. 4 •f Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot _ . Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted 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 pennit, as are licensed by Miami Shores Village. Remarks (Signed),.. STATE OF FLORIDA, 1 COUNTY OF DADE. j SS. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally 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 ax e true. Permit No. ___._ Disapproved ( Signed) ... ( Building Insp for Read, Sworn to and Subscribed before me. PLANNING BOARD DATE Chairman Member Member ...... Council Approved NOTE: A charge of $1.00 will be made for the Planning Board. A re- inspection fee of $1.00 will be charged matriials and /or workmanship. Date Disapproved Notary Public, State of Florida My Commission Expires making corrections or changes to this application after approval when such re- inspection is made necessary by improper notice Member Member Member --- ____ -- Date has been obtained from for inspection or faulty