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ROOFINGPERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date /1 /6 17 Job Address ( Z Z ME. 6 ? 2 SIT Qualifier 7 4v,D / l X21 / S / Phone &9 I State # ,a,006,0465 Municipal # Competency # /97'10 Ins .Co . e, Pi r 1r_ p455vz4c6,,e4, Architect /Engineer Address Bonding Company 0 /A' Address Mortgagor KVA. Address PAVING FENCE SIGN r AI 5 Ty LL Alb Ai /"°�o © � r/ 85D 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 authorizg the a ove -named contractor to do the work stated. Signature of Contractor Owner- Builder Date: 2 • Notary as to jntra rt r dpi SY �11. nl My Commission Expir i amou.= s:r°�r:� * �� S7An X5 j ' � (��rt ,' iS .- �'liN , c .�31a,y�� Sri /V4A1 !k : FEES: PERMIT /50. RADON C.C.F. /W NOTARY TOTAL DUE APPROVED: Fire Other Zoning Building Electrical Mechanical Plumbin& Engineering Date j • Legal Description /o` 4 4// 2 Y Owner / Lessee / Tenant 7 If_ Owner's Address /0t.7 HE Q ` 41 05 fl(P � Qualifier Phone �' u f•tary /as to Con y Commission Ex Master Permit t/ 135 0 Phone u DID NOT take an o ** NOTARY 5-'00 TOTAL DUE // Other Nit Electrical Engineering .✓ • STATE OF FLORIDA, COUNTY 07 DADE WE.. E9V Ca ma' this is o fruo , , f fho %;rginal Mod i hio of ic, on day of PERMIT* , A D .9 V' 'N`5S my h nd and Of'• iai Soal. :';;stiff, , r, ' L! R ' �� Iv v C ircuitandCountyCou�ts ,, 01#Y T_ C.C. State of Florida County of Dade THE UNDERSIGNED hereby gives notice that Improvement will be made to certaln r ' real property, and In accordance with Chapter 713, Florida Statutes, the following Information is provided In this Notice of Commencement. 1. Description of property:(Iegal description of the property, address I f ava i l ab l e) / � 7 "ig /t /6 / �� 0 2 / ` � X 1(6 t 9a 2. General description of improvement: 3. Owner Information: a. Name and Address: b. Interest In property: c. Name and address of fee simple titleholder (If other than owner): t `� / 'Q (name and address) B� i? �� 4. Contractor: //VAIN/ X 735 �u�(f�f � kt' L 0 144 4 U 3a7 7 9 5. Surety: a. Name and Address b. Amount of bond $ 6. Lender:(Name and address) Sworn to and subscribed before me this TAX FOLIO NO. /'I ttel c?, X NOTICE OF COMMENCEMENT phis iou NE gc=.2 if s('5A94 - mil 7. Persons with 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 g d of to receive a copy of t enor's Notice as provided In Section 7.13.13(1)(b)., Florida Statutes. 9. Expiration date of notice of commencement (the expiration date Is 1 year from the date of recording unless a different date is pec led) - �� -''• �' ..t( IFP •:,r:..: !.. _.`..; :1 . f T ;Notary Publie. State -day o f �::1'. 4 _do ' , (///lrL>04/ No ry Public May Commission Expires O and street M a / 0 r 0` 1 Date 11-09-93 Job Address 1 22 NE 92nd ST, MIAMI SHO>BbS Folio 11-3206-013-3280 Legal Description LOT 12 & W2 LOT 1 1 , BLOCK 24, MIAMI SHORES SUBDIVISION SECTION 1, PLAT BOOK 10, AT PAGE 70, DADE COUNTY, FLORIDA RECORDS Owner 9Lessee / Tenant ROGER L. AND KAREN R. THOMAS Master Permit # Owner's Address 122 NE 92nd STREET, MIAMI SHORES, FL 33138 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Phone 305- 756 -5328 Contracting Co. CARE SHEET METAL FLORIDA, INC. Address 12419 NE 13th AVE, N MIAMI, FL Qualifier ROBERT A. ZUCCARO Phone 305-891-9634 State #CCCO56764 Municipal # Competency # Ins.Co. SEE ATTACHED Architect /Engineer Address Bonding Company NONE Address Mortgagor J.I. KISLAK MORTGAGE CORPORATION Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL gOOFIN9) PAVING PENCE SIGN WORK DESCRIPTION TEAR OFF EXISTING ROOF AND INSTALL NEW CONCRETE ROLL TILE ROOF ( PITCHED ) AND 1-PLY MODIFIED BITUMEN ROOF ( FLAT ) yhpni, /UA -a n/ Square Ft. 32 SQ TILE & 9 SQ 1-PLY MOD BITstimated Cost(value) $18,552.60 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 FINANCI 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 complia • th all applicable laws regulating cons ruction and zoning. Furthermore, I authorize the abov - -name• contractor to do the work state 7.a ROGER L. THOMAS Situ - • wner and /or Condo President Date: n,' i 9� 2■2.1 Notary as to Owner and /or Condo President My Commission Expires: GFFICIAL NOTARY SEAL DAVID S MOSHER NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC314750 ** * * * * i MY 011MMISSibN EXP. DEPT 12,19'7 FEES: PERMIT 114 RADON APPROVED: Notary as to Contractor or Owner - Builder My Commmg4on Expires: `�`pav% "OFFICIAL SEAL" N = *: : * Denise Mo ; * * . �o M y G emmissio*Expires'23 /97 ** VIP F S Commission #CC 271150 NOTARY TOTAL DUE 7 ccLL �• Address PO BOX 025409, MIAMI, FL 33102 ERT A. ZUCCARO gnatur i•' Contractor or Owner- Builder e: C.C.F. Fire Other Zoning Building 11 ! ) 6' a 7� Electrical Mechanical Plumbing Engineering NOTICE OF COMMENCEMENT PERMIT NO. .3 / TAX FOLIO NO. 11-3206-013-3280 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: 122 NE 92nd STREET, MIAMI SHORES, FL 33118 LOT 12 AND THE WESTERLY - OF LOT 11, BLOCK 24, MIAMI SHORES SUBDIVISION SECTION 1, AS RECORDED IN PLAT BOOK 10, AT PAGE 70, OFFICIAL RECORDS OF DADE COUNTY, FL 2. Description of improvement: TEAR OFF EXISTING ROOF AND INSTALL NEW CONCRETE ROLL TILE ' ROOF (PITCHED) AND 1 -PLY MODIFIED BITUMEN ROOF (FLAT) 3. Owner(s) name and address: ROGER L . THOMAS AND . WIFE KAREN R. THOMAS 122 NE 92nd 'STREET, MIAMI SHORES, FL •- 33138 Interest in property: APPROX. 75% EQUITY OWNERSHIP Name and address of fee simple titleholder: J • I . KISLAK MORTGAGE CORPORATION 4. Contractor's name and address: CARE SHEET METAL FLORIDA, INC. 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: NONE Amount of bond $ NONE 6. Lender's name and address: J. I. KISLAK MORTGAGE aunt court! .�d 7. Persons within the State of Florida designated by Owner upon whom notices or other documents m/y rved as provided by Section 713.13(1)(a)7., Florida Statutes. Name and address: NONE 8. In addition to himself„Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: NONE 9. Expiration date of this Notice of Commencement: (the expiration, date is 1 year from the date of recording unless a different date is specifiedr Spurt of •^ . Print Ovine ame ROGER L . THOMAS Sworn to and subscribed before me this c r ' day of NC Ib 19 93 Notary Public Print Notary's Name My Commission Expires: P.O. BOX 025409 MIAMI FL 33102 -J 12419 NE 13th AVENUE STATE OF FLORID MISSION CG1N950 EXP. SEPT 17 loo, 93R563000 1993 NOV 15 15:32 P.O. BOX 025409, MIAMI, FL 33102 -5409 I, FL 33161 STATE OF FLORIDA, COUNTY OF DADE I HERE Y CERTIFY that t is a true co y o the A.D. 79 ]I 5eol. Prepared by: ROGER L . THOMAS Address: NE 92nd STREET MIAMI SHORES, FL 33138 PIONEER ROOFING • The following tile manufacturers.haye filed with dais office acceptable test data to support . the approval of their various tile profiles to be installed on a minimum slope of 2" in 12": PAGE' D: Lifetile 1. fission "S" 2. Villa 3. Vanguard II Flat 4. Spanish 5. Vanguard U Roll 6. Classic "100" 7. Flat Shake & Slate 1. Hacienda 2. Rustic Shake 3. Spanish "S" 4. Shake/Slate TO WHOM TT IVIA'Y CONCERN A: Bender Roof Tile Industries. ill c. 1. Pacema Double Roll 2. Nordic Flat B: . Monier Roof Tile. Inc C: Pioneer 1.. Colonial Slate Plate 2. Espana S -Style 3. Capri Double Roll 923 2677 P. 02, SCALDING CODE COMPLIANCE DEPARTMENT SUITE 1003 MEMO-DADE FLA3L.ER CUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33330.1563 (305) 375 -2901 FAX (205) 375 -=08 July 1, 1993 • • • • 1993 roved Tile Mfg.. PIONEER ROOFING D: Entezra - Roof Ti14 1. Estate 923 2677 2. Skandia The tile shall be installed on a solid nailable deck of 5l" thick plywood for all new construction or to 1/2" plywood deck on re- roofing. ; ; . The nailable deck shall be covered with a A30 Type II (ASTN. 1 226) anchor sheet maintaining a 4" overlap and tin-capped 12" o.c. except 6" o.4. at the laps. Over this, a No. 90 mineral surface roll roofing shall be fully hot - mopped with no { inal 2" laps with the concealed �edze of lap tin - capped 12" o.c. except at the valley flashing. . - The galvanized steel strip shall be nailed over the 3 0 sheet a© 4" - o.c. and over lapped for 5 ". When required prior to the installation of tie tile, a formed 0.019 thick steel bird stop shall be installed at the eave, which shall be bedded in mastic to the membrane and hand • nailed to the roof 11" o.c. and near each end. ; Th tile, Tn2i1r2inin3 ? 3 head lap, shailbe attacked witia 10d plated steel gun nails per tile over a bed of roofing mastic applied to the #90 roll roofing at nail penetrations. The eave tile, in addition to the 2 -1Od nails, s � na� of each file The clips�shall ° clips (refer to Lifetile Catalog Page 22) centered 4 3/4 from 0.043" thick by 1!2" wide, galvanized steel, attached with oiie 10d galvanized steel hand driven nail located 1 " from the 90 bend in the clip. The clip shall be inbedded in mastic applied to the roofing, at the nail location. , Due to Hurricane Andrew, ibis office has been'iaundated with requests for both new products and renewals, which has caused a. large back log iri responding in a. timely manner ■Kith : . an official Notice of Acceptance. P During this interim period, please accept this letter in allowing these tile systems to be Installed until October 30, 1993. . e y `y ours, Gil Diamond, '� Product Control Division Supervisor P.93 METROPOLITAN DADE COL. . fY. FLORIDA I) . METRO DADE 1 .� (batman ll,v main 1 Iliu,h,n, 1 ire•( h 1111 1.r,,. ter Ilrrnbers R.. . err /,,rile% I r,at l ;rarer Bolin lh..nn„ 11 Irhu A / ao ream r .1 IL u,ar, l..1 ltrr.lr, , lh, l.1uar,h• 1.unr I,. n,,ur II 1'.uh.,i 1)e, ter 11n, 1,11;,.l,lm,ur RI, h,u.l Al Norton name! 1.0181 Ldu, 1.,ndvrr•rn Storrs L 1..,rl Moldier. Sr L r,r„r•r II illiau, R,Iej Armando M. R, :n lh,nna, 1•tterha, IIfre,l Ili nhn.,l Ru.A 11)lh, Nana! ('ontullani u %iaff 1 h arm, , D anger 1an.h 11;•uurb ;. 1 )mums u,d Monier Roof Tile 135 N.W. 20 Stret Boca Raton, F1. 33431. Your application for Product Approval of Vanguard II Roll Concrete Roof Tile For Direct Nailing under Sections 203 and 204 of the South Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Applicant, along wjt h report by J.E. Brenln J Consulting Engineers Inc. dated 4 - 30 - 90. Construction Research Laboratory, Inc. Report 114970 dated 6 -9 -118, including Cosy Hoof `file Installation Guide Specification has been accepted by Product Control under the Specific Conditions set forth on pages 2 - 2a and the Standard Conditions on Page 3 ACCEPTANCE No.: 92- 1002.5 (91) APPROVED EXPIRES BOARD OF RULES AND APPEALS SUITE 1010 111 N W. 1st STREET MIAMI. FLORIDA 33129.1974 (305) 375.2991 PRODUCT COX TRQL_NOTICE OF ACCEPTANCE : April 13. 1992 BOARD OF RULES AND APPEALS NOTICE OF ACCEPTANCE This application for Product Approval has been accepted by the Metropolitan Dade County Board of Rules and Appeals to be used in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. APPROVED: April 13. 1992 : a p7 . w {! METRO-DADE CENTER (305) 375 -2612 /%/ 11 it Diamond, P. roduct Control Division Supervisor April 13. 1995 * *PLEASE NOTE ** THIS IS THE COVERSHEET. SEE_ADOITIONAL PACES FQR SPECIFIC AND GENERAL CONDITIONS C'.. Charles Danger, P.E. Secretary Metropolitan Dade County -1- Board of Rules and Appeals Monier Roof Tile ACCEPTANCE No.: 92- 1Q02.5 (91) APPROVED : April 13. 1992 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS EXPIRES April 13. 1995 1. This approves Vanguard II Roll concrete roof tile for a direct nail -on system on a minimum roof slope of 4" in 12 ". This direct nail -on system shall be limited to installations of 150 feet above existing grade. 2. Specifications: Vanguard II roll concrete tile is 16 1/2" long by 13 1/8" wide with a 2 1/4" crown height the center line of the curved portion and 1" thick,at the butt end. Each tile has a 1 5/16" interlocking side lap. The average weight of a tile is eleven (11) pounds. 3. Installation: Each tile is attached, to a fully sheathed 19/32" or 5/8" thick sheathing grade plywood deck covered with a 43 pound asphalt impregnated felt, with two 10d common hot dip galvanized steel nails. The nails are drivven through the 3/16" diameter nail holes to within 1/16" of the surface. Each course of tile is installed utilizing a 3" head lap. 4. Quality Control The manufacturer shall retain the services of an independent testing laboratory to maintain quality control. Test shall be performed on a minimum of five tiles during production of domestic tile for strength according to Section 3403 of the South Florida Building Code and for moisture absorption according to ASTM C -4. Test samples shall be selected by a laboratory according to ASTM D- 3665 -82. Results shall be submitted to Dade County Product Control Section every ninety days. Test reports shall bear a description of the tile by material and color, i.e. clay, red. -2- GiI Diamond, P . Product Control Division Supervisor MQnter Roof TiIP ACCEPTANCE No.: 92-10O2.5 (91) 5. Markings: APPROVED : April 13. 1992 EXPIRES April 13. 1995 . NOTICE. OF ACCEPTANCE: SPECIFIC CONDITION All tiles shall bear the imprint of the manufacturer's name and tile designation, i.e. Vanguard Roll, to permit identification in the field. 6. 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. 7. This renewal supersedes Notice of Acceptance No. 88- 0630.10 dated December 12, 1988. / Gil Diamond, P.E. Product Control Division Supervisor METROPOLITAN DADE COL...4TY, FLORIDA • DM METRO DADE + ('1 11, rl,.nu 1 11,,,,h,n. 17rr • ( ' huirnhu , ,n,. ,r ( ;,..,i,• 1 1.•r'In, .11 1.n.,rn, r I !r „r,rui h 1„ .,, lr„•,,,t, h (',dr l. Jr hi hur,rnrr 11. 'in lion IIr,A . I , 'told (inl Ism dn hh, hind .11 1 /.'51,'n 11. •l l r l. 1 ,n.l,n. lien,, l. , ■rph Ihdhrr, .1) .1.ni Ain rr Il ilh.un h ,l. I „u.n,.r„ 11. h,:, 11:,.n,u I 'nil ha. R nhr,ar h Il ,rl Bikini 1 ' On Milani .1. r; 4.kils? 'i• . 1. r i Y i/ ` i1 •. METRO -DADE CENTER BOARD OF RULES AND APPEALS SUITE 1010 111 N W. 1st STREET MIAMI. FLORIDA 31128.197.1 (305) 375.2981 (305) 375 -2612 NOTICE QF AC EPTAMCEJ STANDARD CONDITIQNS 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re-testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. Product approval drawings, where required for permit: applications, shall be provided to the applicant by the manufacturer or his distributors; unless otherwise noted in the Notice of Acceptance. The prints need not. be re- sealed by an engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. —3— ea 1 Diamond, roduct Control Division Supervisor • ,..fnnorneR ROOF TILE DATE Contractor Name Address Phone Tile Profile lat (Slate, Broomswept, Shake and Country Shake) Spanish "S" R/V Villa, Roll n Bermuda Flat (Mortar -Set Only) Mission "S" n Mission Barrel (Mortar -Set Only Tile Attachment (7( Mechanically Fastened n Mortar -Set Underlayment System 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) System 3 - Thro -Ply Sealed System (30/90 Hot Mop) (Note: For use with all tile profiles utilizing the mortar -set system and for Flat, Villa, Roll, Mission "S" and Spanish "S" tile utilizing the mechanically fastened system). © 1992 Monier Roof Tile, Inc. PERMIT SUBMITTAL Roof Slope Field Nailing Eave Course Perimeter" 3:12 up to & inc. 12:12 nail every the nail and clip' nall every tile over12:12 nail &clip' nail &clip' nail &clip' Roof Slope Field Nailing Eave Course Perimeter** All Pitches 2 nails & clip 2 nails & clip 2 nails & clip Roof Slope Field Nailing Eave Course Perimeter** All Pitches nail and clip' nail and clip' nail and clip' LA NAILING AND BATTEN REQUIREMENTS ISSUE DATE: APRIL 1, 1991 SOLID SHEATHING METHOD IN HIGH WIND & HURRICANE AREAS INSTALLATION PROCEDURES FOR MAXIMUM WIND VELOCITY UP TO 80 MPH ROOF HEIGHTS NOT EXCEEDING 40 FEET (see note) Schedule "A" INSTALLATION PROCEDURES FOR MAXIMUM WIND VELOCITY EXCEEDING 80 MPH UP TO & INCLUDING 110 MPH ROOF HEIGHTS NOT EXCEEDING 40 FEET (see note) Schedule "B" ' Note: The use of two nails per the Is an dtemattve method of hstdlo- flon to a nail and clip for schedule "A and "8" only — Note: Perimeter nailing areas include three tile courses but not less than 36 Inches from either side of hips, ridges and edges of eaves. gable rakes and mala roof protrusions. NOTES: In Dade and Broward Counties only: 1. Direct Deck Tile Applications a) 2 -10d nails per tile on Ye plywood is acceptable up to 35 feet above grade. b) 2 -10d nails per the on %%e" plywood Is acceptable up to 75 feet above grade. 2. Batten and The Applications a) For batten installation use 8d nails 18" ro 24" on center. b) For tile use 1 -12d nall and one Monier hurricane/ storm clip per tile, acceptable up to 55 feet above grade. SALES OFFICES: ARIZONA Phoenix 602/269 -2288 CALIFORNIA Corona 714/737 -3888 Stockton 209/982 -1473 FLORIDA Ft. Lauderdale 305/485 -9940 Lakeland 813/665 -3316 HAWAII Ewa Beach 808/682-4523 MONIER ROOF TILE MARYLAND Baltimore 301/335-8822 NEVADA Henderson 702/564 -8453 GENERAL OFFICE: PO. BOX 5567. ORANGE, CALIFORNIA 92613 - 5567, 714/750.5366 INSTALLATION PROCEDURES FOR MAXIMUM 'WINDIELOCITY EXCEEDING 80 MPH UP TO & INCLUDING 120 MPH ROOF HEIGHTS EXCEEDING 40 FEET Schedule "C" NOTES: 1. All tiles shall be attached In accordance with the Building Code or as set forth above, whichever is more restrictive. GENERAL REQUIREMENTS: 1. The heads of all field tile shall be nailed with minimum hot - dipped galvanized or approved equal as indicated below: Schedule "K—one 10d nail or two 10d nails as required. Schedule "B" —one 12d or two 10d nails as required. Schedule "C" —two 10d nails. 2. The noses of all eave course tiles shall be fastened with a nail and a Monier storm/hurricane clip. 3. All perimeter courses, where required In the above charts, shall be fastened with a nail and a Monier storm/hurricane clip. 4. All rake tiles shall be nailed with two 10D minimum hot - dipped galvanized or approved equal. 5. The nose 01011 ridge, hip and rake tiles shall be set in a bead of approved roofers mastic. (Not required for sealed systems) • 6. Those pieces of tile too small to nail In the hip and/or valley areas should be set in approved construction adhesWes/mastic and/or wired. 7. The installed weight of the concrete tiles must be a minimum of 9 pounds per tile. 8. For slopes exceeding 7:12 battens are required. OREGON Salem 503/363 -3500 TEXAS Dallas 214/299 -5233 Rr x+i.cWYVDamn O amp Cr* 0 a2ma IWool rgpwur air cgml•I r Ins Anal na0Cinlialy Oa War . • • na! a nib aa.rct. armor . q,raca kaclar. Karpcawaaa a ar,rtaior WASHINGTON Tacoma 206/581-3666 CANADA Surrey, e.C. 604/888 -2998 MONIER ROOF TILE VILLA, ROLL, MISSION 'S' AND FLAT (Slate, Broomswept, Shake, Country Shake) TILE Installation Specifications These specifications are designed u a manageable guide to be used by roofing contractors, installers and code officials. Architectural format specifications are available upon request for the requirements of specific 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 Tiles 1. Villa, Roll, Mission •S• and Flat roof tiles manufactured by Monier Roof Tile, 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 weil•as break strength and freeze thaw requirements. Underlayments Single-ply system. Note: Minimum underlayment recommendations are listed below. Check with local coda 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 lI 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 clips and hip milers - corrosion resistant min. hot dipped galvanized or approval equaL (See Technical Bulletin 713 for proper fastening patterns). 2. For standard roof deck (felt and flashingp) -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 protrusion& 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, clean and free from organic materials, conforming to ASTM 6144. B. Mixes - Type 'M' mortar, conforming to ASIM 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 n. 2. Cold protect liquid roof coating conforming to ASTM D -3019, Type 1L 3. Structural bonding adhesive conforming to ASTM 0.557 or D -3498. 4. Hot steep asphalt conforming to ASTM D -312. 5. Acrylic sealer for pointing exposed mortar (opdonal). Lumber 1. Sheathing - material to conform to APA min. standards for min. 1/2' plywood. 2. Wood Hailers - pressure treated in accordance with local code requirements. Felt System 1- Single -ply unsealed system. a. Nail or staple drip edge metal along eave and directly on top of roof deck. Fasten 6' O.0 within 112' 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 manna or wrap and cap nail felt onto barge boar and secure with tin tags or cap nails approx. 6' O.( b. Apply full width roll min. type 43 asphalt coated rooting felt down center of valley areas. Secure felt at edams using tin -tags or cap nails mast 24' c. Cover roof deck with min. type 43 asphalt coated roofing felt. Secure using tin -tags or cap nails max. 12' O.0 along headlaps. Apply each course with min. 2' headlap. Lap end joints and hip/ridge min. 6'. d. Weave felt through 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. Instal either preformed closed valley with min. 2-1/2' high center diverter or preformed open valley with two min. 2 I/2' high center diverters min. 16' wide with 1" metal edge returns of apptoodmately 30 degrees. b. Lap joints min. 6' and apply a sealant or separator sheet for corrosion resistance. c. Secure with purpose made metal clips over edge returns and nail to every other batten or tile cow 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 sire a lead skirt underneath cave end of valley to provide water run -off 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 approximately S' 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 lap 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 dip. b. Optional counter flashing. Nail flashing at top edge min. 6. 0.0 or at 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. b. Secure with roofing nails 6' O.0 , insuring nails will be covered by skylight/hood vent flange. c. Continue with lad on both sides of curb working up root 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 lad extending over the course of tile abutting the top of curb and under second course of tile min. 3' or attend 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. 1. Seal all nail penetrations, lead/skylight or hood vent joint with approved sealant or caulk. S. 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 eave end of wall to suit type of wall. Trim 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/cwll abutments, trim and fold ridge end of side flashing. Terminate wall pan flashing approximately 8' from eave end of 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 waIL 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 pester than 48' a wicket shall be fabricated and installed by building contractor. 7. Pipe stacks. a. Seal around base of stack with plastic root cement. b. Apply 18' square skirted lead sleeve over pipe onto tile cut swung pipe stack. Lead must extend under the course of tile above the pipe stack course a min. 3 ". Crimp top edge of lad under tile. c. Seal with approved sealant/caulk. System 2 - Single-ply sealed system. 1. Nail or staple drip edge metal along ease and directly on top of root deck. Fasten 6' O.C. within 1/2' of inside edge. Lap all joints mia. 3' and terminate min. 4' up gable ends. Sal along top edge covering all nail penetrations with plastic root 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' O.C. 3. Cover roof deck with min. type 43 asphalt coated roofing felt. Secure using tin -tags or cep nails 12' O.C. along headings. 4. Seal along top edge of felt covering all nail pene- trations with plastic roof cement or approved adhesive. S. 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 The 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 mat. 6' O.C. Lap joints min. 6' and apply plastic roof cement between laps. Extend beyond tack as required and seal along metal edges, covering all nail penetrations with plastic root cement and membrane. 7. Install 'L' type metal flush to base avails and roof deck over min. type 43 felt. Nail 6' O.C. lapping joints min.4' and apply plastic roof cement between laps. Secure wall flange as necessary to satisfy job canditdata. Seal along metal edges of deck flange, covering W 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.) 8. Apply plastic roof cement around base of pipes, turbines, vents, etc. prior to nailing and sealing * ^.� 4.• . (t;p raw+ ±44,.: •. unit base flashing to roofing felt. Secure with nails, cover all nail penetrations with plastic cement and membrane. System 3 - Two-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 (loa codes prevail). 2. Lap each course min. 2' and end joints 4'. LaF hip and ridge min. 6' and weave felt through r.t�Ry areas. 3. Nail or staple drip edge metal directly on top o type 30 felt. Fasten max. 6' O.C. within 1/2' of inside edge. Continue up gable ends tapping joints min. 3'. 4. Install standard roll flashing min. 16' wide dos center of valley areas. Nail within 1' of metal edges max. 6' O.C. Lap joints min. 6' and env beyond fascia as required. 5 WW1 'L' type metal flush to base of walls and roof deck over type 30 felt. Nail 6' O.0 lappir joints min. 4' and apply plastic roof cement between laps. Seal along top edge of vertical flange, covering. W nail penetrations with plas toot cement and membrane. (Flashing at spec of waWchimney may be installed after type 74 mineral surface felt (90 Ib. felt)). 6. Apply plastic roof cement around base of pipe turbines, vents, etc. prior to nailing and sealini unit base flashing to roofing felt. 7. Cover type 30 felt and metal flashings with mil type 74 mineral surface roll roofing felt (commonly called 90 Ib. felt) in hot asphalt or approved equal so that no felt touches felt. Badman using tin -tags or cap nails max. 12' C 8. Lap each course min. 2'. Lap end joints and it and ridge min. 6'. Weave felt through valley areas. LAYOUT 1. Roof shall be dean, smooth and dry. 2. Avoid stacking tiles on roof which could endanger stability of structure; distribute stall uniformly. 3. Layout roof using horizontal and vertical dull lines on felt parallel and at right angles to cave line to guide tile installation. Horizontals should be marked at mac. 141/2' increments for mortar-aet, single -ply sealed system or two-ply sealed system and 13-1/2' for single -pI unsealed system. Expaed lengths of installed tiles should not exceed 1/4' beyond average. BATTEN INSTALLATION Allowed for pitches 4:12 and up, recommends for pitches 6:12 and up, mandatory for pitches above 7:12 when using angle -ply unsealed sysi Recommended for pitches above 7:12 for sing ply sealed or two -ply sealed system. For pitch 3:12 up to but not including 4:12 a counter bat system is recommended for single -ply sealed c . unsealed systems, not 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. E. TILE INSTALLATION 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 eave 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 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. Cloture to sit behind tile weatherchecks. Metal closure can sit between tile weatherchecks. b. Wood starter strip/raised fascia - Secure rein. nominal 2 X 2 P.T. starter strip along cave edge or raise fascia board approx. 1 -1/R' 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 cloture flush at cave edge. Secure using nails 12. O.0 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 612 and greater and 4 ft. lengths for pitches below 6:12 or shim with min. 1/4' 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 root) engage anchor Tugs 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 hailers. Tile over- hang at cave should be min. 3/4 max. 2•. Eave course of tile to rest on noselugs/weather- checks at roof edge when using wood started 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 78 for proper fastening patterns). 7. Valleys - Select closed or open valley. NOTE: The lugs may need removing to correctly seat tile over metal edge returns. a. Closed valley - Miter tile to meet at center of valley or to form a straight border on either side of water diverter. b. Open valley - Miter the to form straight border on either side of twin water diverters. 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 One 8d 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 surface. Apply sealant at ridge overlaps. Applyweep boles at each pan portion of tile for Villa, Roll and Mission '5' tile. Apply two weep holes per each Flat tile. 10. Rake detail • Select tile or metal finish. a b. 11. 12. 15. Rake tile • Secure each tile using two 104 H.D.G. nails to penetrate framing min. 314 - after installing first and last rase 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 take tile must be cut min. 3' to provide correct fit to exposed length of first course of field tile. Position inside edge of rake tile down into flat portion of field tile. Rake metal - Install prefabricated metal at gable with 1' return on inside edge and secure with purpose made clips to every other batten. Pipe stacks - ad tile to fit dose around base of pipe. Base of flashing should be dressed down onto tile surrounding the pipe and should extend min. 3 under tile in upper course. Crimp edges of lead under tile to provide water diverter. 13. Acrylic sealer - Apply to exposed mortar u required. 14. Tile replacement - Break out damaged tile. Remove or drive existing nails flush to batten using hammer and faX bar. Repair underlayment if necessary. Apply min. 3/8' wide bead of approved adhesive at head of tie in lower course. Set replacement tile into position to erasure proper contact with adhesive. Remove tile headings if necessary to provide easy fit. Roof trafficking - When absolutely neoasay to traverse roof, walk on the tile headlap (overlap) in a horizontal or diagonal fashion. Refrain from vertical movement whets pombla. 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). a. b. c . 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 maybe dressed down onto tile min. 4. 4' to provide a completely watertight joint NOTE: Tile lugs may need removing to correctly seat tile over metal edge returns. �wv��- a\,: i.: la' 61ati1�.A6.{i'LLYl..tsh'G :•n;J :r iY.'bCJ� w.�.� Underlayment - System 2 - Single -ply sealt system or System 3 - 'Iivo sealed systel (commonly called 30/90) only. 1. Eave Treatment - Select rubber, metal, wood aril or raised fascia. Rubber closure - Apply front face of closure flush cave edge for Villa, Flat and Roll tile, 1' from edge for Mission '5' tile for a max. 2' tile overhar Adjust accordingly to accommodate up to a min. 3/4' overhang. Secure using min. 3 nails per clan 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 usi notches provided in closure. Rubber closure to si behind tile weatherchecks. Metal cloture can sit between tile weatherchecks. Wood starter strip/raised fascia - Secure min. nominal lard P.T. starter strip along cave edge or raise fascia board approx. 1112" above deck. Install and- ponding metal flashing of sufficient width to provide positive drainage. Nail top edge approx. 6• O.C. prior to installing underlayment. Metal closure - Apply front face of closure flush z eave edge. Secure using nails 12' O.C. 2. Apply plastic roof cement directly below horizont chalk lines to provide seal where nails will penetr through underlayment. (Plastic roof cement may be eliminated when using two-ply sealed underlayment system at root pitches 6:12 and greater.) 3. Nailing requirements - Use two 8d smooth shank H.D.G. nails when using rile on battens or two 10d s nooth shank H.D.G. nails when using direr deck tile applications. Starting at lower left corner (facing down roof) nail tiles in horizontal and/or stepped course fashion using guiding chalk lines and malntaininl constant headlap. Cut/break the to form straight edge at center of hip/ridge or to meet wood naile Tile overhang at eave should be min. 3/4' max. 2' Eave course of tile to rest on noseluga/weather- theeks at roof edge when using wood started raised fascia detail in lieu of rubber closure or metal dame. 5. Hurricane dips - Not required under normal condition& Available upon request. 6. Valleys - Select dosed or open valley. a. Closed valley - Miter tile to meet at center rival. or miter tile to form straight border on either sid of water diverter. b. Open valley - Chalk parallel lines min. 2' both sid of valley center. Place mortar beds along outside edge of lines and miter tile to form straight borde along lines. Point voids to flush finish -OR- mi tie to form straight border on either side of twin water diverten. 7. Hip and. Ridge Nailer - Secure with corrosion resistant nails on steep roof pitches of sufficient length to penetrate decking min. 3/4 Install ear tile using one 8d min. HDG nail driven into mile in addition to edge bedding of mortar. 8. Hip and Ridge tie - Set over field tile in oontinuc edge bedding of mortar lapping each tile min. 1'. Point and finish to match tile surface. 9. Rake tile • Secure each tile using two lOd 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 tile 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. Tile 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. Mortar -set installation (recommended for min. code required 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). 'IWo -ply sealed (30/90 hot mop) system only. 1. Eave Treatment - Select rubber, metal, wood raised fascia. 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 and - 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. Starting at lower left corner (facing down roof) set tiles in min. 10' length mason trowel full of Type 'M' mortar placed vertically under right a. Rubber closure • Apply front face of closure flush at cave edge for Villa, Flat and Roll tile, 1' from eave 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. d. Mortar • 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. side flat portion of tile (with point of trowel faring up roof - recommended not mandatory). Position mortar from head of tile in previous course towards head of tile being set to facilitate proper bedding. Set tile in stepped muse or vertical fashion maintaining consistent headlap. Gut/break the to form straight edge at center of hip ridge or to meet wood Hailers The overhang at cave should be min. 3/4' max. 2 ". Saw cut tile at finishing gable 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 overlook. Seal nail penetrations with plastic roof cement; b) For pitches 6:12 through 7:12 and elevations up to 55 ft. fasten each tile in cave course and every third tile in every fifth course with one 8d min. HDG nail in nail hole closest to overtook c) 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 Overlock d) For all roof pitches at elevations greater than 55 ft. fasten every tile 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 edge of lines and miter tile to form straight border along lines. Point voids to flush finish. 5. — OR— Place min. one 2 x4 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 a long both edges. Remove board and point to finish (lightly sweep with brush or broom to match broomswept finish tile). Hip and Ridge Nailers - Secure with 10d H.D.G. nails on steep roof pitches of sufficient length to penetrate decking min. 3/4'. Instal 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 Tale - Secure each tile using two 10d H.D.G. corrosion resistant 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 the makes contact with rake tile, point in mortar to match tile finish. Maintain constant headlap. 8. Wall Abutments - Cut/break tile to fit adjacent to wall base. Place mortar along base otwal 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) Full removal - break out damaged tile and existing mortar. Rq underlayment if necessary. Set replaceme tik in new mortar bed. Prohibit any roof traffic for min. 72 hours. b) Tile removal c (small areas only) break out damaged roo . tile and brush clean existing mortar bed. Apply min. one sq. inch of approved adhesive onto existing bed. Immediately s replacement tile in place. c) Individual to tile - elevate loose tile and apply min. 3/8" wide bead of approved adhesive on bead c tile in course below. Immediately set loos tile down into adhesive. 12. Roof trafficking -When absolutely necessa ""to traverse roof, walk on the tile headlap °(overlap) in a horizontal or diagonal fashi Refrain from vertical movement where possible. ®1992 Monier Roof Tile, Inc. j Application is hereby made for the approval of the detailed statc,en•nt or ere 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. Owner's Name and Address inn S R' Disapproved ! �. ..E... Date (Signed) MIAMI SHORES VILLAGE 6615:17157 BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Budding Inspector oMPrs. 5' 7 No... Street._..NC ' Registered Architect and /or Engineer ,,:,. 'el „ ,, ,, ,,,,, , ,,,,•.•.,t tttt,e ,. Name and address of licensed contrpctor Walter 5co tt 11,99f ing & Repair, Inc, 75 Ali Baba Ave . , Oka_ Locka ,FL. Location and legal cscription of lot to be built on: 33054 Lot. 4 4 .. _....... Block o Subdivision .,�1.1F ._ L.. `P I.L. 4” -ba0 ... /• 5 ,Ageo r Street and Number where work is to be done /' N' 9t a - w 6 rm State work to done and purpocc f building (by floors) _ { ' Rod " S e u 0 G(/ s Ci' 6-u -e o / Re 126-I YL Sm S &Z: 4. t' ; r - •9u-J. VAZty; fll ' _ and for no other purpose. New Building emodcling Addition Repairs x No. of Stories / _ To be constructed of Kind of foundation Roof Covering (5.ie '. ✓...L: ..'.._. __ Estimated Total cost of improvements $ _ 9 ,( /60•00 Amount of Permit & 3,' 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 said building. All notices with reference to the building and its construction may be sent to Gl/ '�" f►'t_ C-S-j o r-? e. o p P . 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 ileneent, 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 wok such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subconfr"actor�, on work )o be jerformed under this pcnnit, 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 _.. 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 � ted arre true.. Permit No.._.._ P 112*. Read, Sworn to and Subscribed before me. Notary Public, State of Florida 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 hero obtained from die I'I.rnnir,g Board. A rc•in'pection fee of 31.00 will be charged when such re- inspection is made necessary by Improper notice for inspection or faulty materials anti /or workmanship. to me well known, Application is hereby made for the approval of the detailed statement or ate 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 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. be sent to. APPLICATION FOR BUILDING PERMIT 6, 7 Owner's Name and Address Registered Architect and /or Engineer .,,,. .,.•• .,,...,,,„..<,,,..,. M,•tt Name and address of licensed contactor Walter Scot Roofing & Repair, Inc. 675 Ali Baba Ave. Opa- Locka, Fl. Location and legal description of lot to be built on: Lot Block Subdivision _..__ Street and Number where work is to be done /°' a t _ s - . fr" /sz f . .; t State work to be done and purpose of buildin (by floors) ...Re A 0 r - -C E cA `�� � ® �- ; .sue . _ ._... S �rl�c����- �P r 2 �f,� �//��- g6 . Qt- oats Uc_ j v� of P-e / -e. t- _.•__ oZ New Building Remodeling Addition Repairi X No. of Stories To be constructed of Kind of foundation Roof Covering ...7T/ e- '' A 4, ©o Estimated Total cost of improvements $ / ' 3 - 42 ' U v Amount of Permit S. 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 lans and specifications 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 \Vorkinen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sn p element, 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 k such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such subcontr actors on work )o . rforme under this pcnnit, 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- p eared - -• -- • 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 fads therein by him stated are true.. Permit No..°' Date.. Read, Sworn to and Subscribed before me. Disapproved , Date (Signed) Building Inspector ry es Chairman Mcrr,ber Member .. .. Council Approved Date MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT PLANNING BOARD DATE a _— ..._.__...._... ,19' . — No../ a. 2_ . Street_..7? r said building. AJ} notices with reference to the building and its construction may no .1 4, c,- Notary Public, State of Florida My Commission Expires Member Member Member Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval the 1'L Board. A re fee of $1.00 will be charged when such re- inspection is made necessary by Improper notice materials and /or workmanship. and for no other purpose. to me well known, has been obtained fmto for inspection or faulty BUILDING ELECTRICAL PLUMBING ROOFING MIAMI SHORES VILLAGE. FLORIDA ❑ DATF. 195 ❑ PERMIT N? 6788 Contractors i e License No. ❑ Work to be performed under this Permit Owner of Building Architect Contractor or Builder Legal Lot Description Bl Address of Building CONTRACTOR OR BUILDER Subdi- vision Value of Project $ BY- INSPECTOR Amount of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the 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 statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed 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. BY AUTHORITY 6