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ROOFINGType Insp'n F ry1�I 690 ! Ie ✓5 . Permit No. f1" ( 2001 1 — (a31 Name TbrnC..OS C Address 13 (p I AE 10 1 J+- . Company ne€k t e e Phone # MIAMI SHORES VILLAG aO BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date co a Inspection Date (PP 3. Approved Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ,N 3\134 Type Insp'n n t Permit No. 13 � - P S - 6 3 " Name Address 136 Ng /0/ ` 57- Company Phone # Inspection Date 3 Approved ❑ Correction ❑ Re- Insp'n Fee ❑ ec% S i ti /445 Cazt., 44,54rA 4,- Is?S ec.,(.4„ • Miami Shores Village BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) - Ar or\ 'f 1r, a nA S Phone # 30 5 -403-273z, !t Owner's Address �3 �„ e 101 > + city }4 wr \ State . 5Ir Zip 33 B Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated $ Value of Work For this Permit Submittal e $ t) V O() Code Enforcement $ (Continued on opposite side) Total Fee Now Due $ S3, 3v 0 Type of Work: ❑Addition ['Alteration Notary $ Training/Education Fee $ •� Scanning $ Radon $ 13 6 Ad-e, Ad-e, io1 s Structural Pla County Miami -Dade NO Contractor's Company Name S -'2A t4ii r ?o( Contractor's Address / 0 ' 7 r f J/ b' 8 f fi ,q -3 City )7? 142, ( State Qualifier 77,1a. / fit u Master Permit No. Phone # 30f5 -211- q..5 15 Zip Permit No. Architect/Engineer's Name (if applicable) Phone # Zip 33\3e - 54 a Footage Of Work: ❑New ❑ Repair/Replace ❑ Demolition Describe Work: (r 5+D(11 0.' I / S k e 1) -1{-1{ 1.�") x',/ 4-" c(,)/n ) i (vtin * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ 10 0 CCF $ • 6 6 CO /CC Technology Fee $ S p /1/0 l�>cfst 6 °14", (9,-/ ive,415,e, I RECEIVED MAY i 7 2004 bPZCV-f-6 �` Roofing Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is• issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature The foregoing instrument was acknowledged bef• e me this h The foregoing instrument was acknowledged before me this / day of MAy , 2004-, b 1 jay of , 20,0 by 77 0. /1/7 6 ,.t_u who is pers • wn to me or who 1 as producedkk rho is personal] known to me or who has P roduced as identification and who did take an oath. As identification and who did take an oath. NOT Sign Prin _ nr.„� Chc 12/15/03 --- T14C Ownt3'r or Agent Signature -F NOTARY PUB Sign Print: • Contractor /rte Ex s: Jul 13 4 B , 2 0 3 198 0 7 My Commission Expires: My Commission Expires: oFFl P At onded Thr ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *** i�R� *c * * * * * * * * * * * * * * * * * * * * * * * * * * * *, (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** $. **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** _ � � . APPLICATION APPROVED BY: .t— lans Examiner Engineer Zoning BOARD DECISION: DATE: CERTIFICATE OF APPROPRIATENESS ADDRESS OF PROPERTY: 136 N.E. 101 Street NAME(S) OF APPLICANT(S): Bryon & Alejanra Thomas APPLICATION DATE: (Date Application Received by Village Clerk) May 16, 2004 CERTIFICATE OF APPROPRIATENESS REQUEST FOR: A. Request to install rain gutters and downspouts 6" copper K -style gutters with 4" round downspouts APPROVED APPROVED WITH CONDITIONS DENIED SIGNATURE & TITLE 6 C[C , V i I /age Clerk_ 9 ,04v2_ 7, aoo y BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) •R. ;,� 1 -, - 1 -- 1-, or ,-,,ms Phone # 3a b - 4 ; ),3 - 2 ?32_, Owner's Address .1'j 1, A! F_ 10) ; City 4‘1Vr11 State fl, Zip 331,3 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES NO Contractor's Company Name 5\--,24 MAicl - 41", Contractor's Address / 0 ' 7 7r f'/ /it? „3 City 1 . N / State Qualifier 7 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: ❑Addition ['Alteration ❑New s ) 0 1 Repair/Replace ❑ Demolition —Describe � -- � Describe Work: 1r'� ,5+41? I ( .O P �� S +y1 1r+�''S / �J / 4 d1 row (1� Nn�tr Yf1S Notary $ Scanning $ o Submittal Fee $ � Total Fee Now Due $ (Continued on opposite side) Building Miami Shores Village Building Department 6 rdt * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ CCF $ CO /CC Training/Education Fee $ Radon $ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing Mechanical 1. to N i01 5 County Miami -Dade Code Enforcement $ Structural Plan Review. $ • Master Permit No. Phone # .30f5 -211- 5'I 5 Zip Permit No. 5'quureFootage Of Work: Technology Fee $ Zip 3319>o Zoning Bond $ I RECEIVED 1- L /0 Roofing MIAMI SHORES VILLAGE APPLICATION FOR CERTIFICATE OF APPROPRIATENESS NAME OF PROPERTY (If applicable): P DVro No V se. ADDRESS OF PROPERTY: 136 1Jf lot �{ NAME(S) OF APPLICANT(S): $r `Thm aP.S (Note: If the applicant is a person other tha the owner(s), evidence of that person's authority as agent other than the owner(s), evidence of that person's authority as agent must be attached to the application.) CONTACT TELEPHONE NUMBERS: 3 05 -103- 2732- / APPLICANT ADDRESS : (If different than property address) PRESENT USE OF PROPERTY: btu. INDICATE CLASSIFICATION OF PROPOSED WORK: MAINTENANCE OR REPAIRS DEMOLITION OTHER (PLEASE EXPLAIN) LABELED PHOTOS RESTORATION NEW CONSTRUCTION DESCRIPTION OF THE PROPOSED PROJECT: n n In a kr k- s+71,_ yB/t"S W + 4 rc i - (�nwrl IoVTS PLEASE PROVIDE THE FOLLOWING SUPPLEMENTARY INFORMATION: SITE PLAN (W/ DIMENSIONS) FLOOR PLANS (W/ DIMENSIONS) ELEVATION (W /DIMENSIONS) SURVEY (WITHIN 5 YEARS) COLOR SAMPLE MATERIAL SAMPLE OTHER CERTIFICATION REHABILITATION UNDER PENALTY OF PERJURY, I (WE) CERTIFY THAT ALL INFORMATION IN THIS APPLICATION AND THE ATTACHMENTS HERETO IS TRUE AND CORRECT TO THE BEST OF MY (OUR) KNOWLEDGE AND BELIEF, THAT THE WORK FOR WHICH APPROVAL IS SOUGHT HEREIN IS BEING PROPOSED IN GOOD FAITH AND WILL BE PROMPTLY PERFORMED IN THE EVENT OF THE APPROVAL OF THIS APPLICATION AND THE GRANTING OF A BUILDING PERMIT, AND THAT I (WE) DESIRE THAT THIS APPLICATION BE GRANTED AND SUPPORT THE GRANTING OF THIS APPLICATION. SIGNATURE OF APPLICANT(S): air ST DATE: 5 J , -04 DATE: SIGNATURE OF OWNER(S): DATE: DATE: 05/28/2004 12:05 9543222253 13AR5'" GRAixs \..ocel.,-toz)rA FOb r3 r y di HT 0 NI tot C- Li> ODE slT- 3 7 - a A \ So 2 gs A .4 isto,k E Tkct f c. ‘%)■ 1 A - povi w5po,r SHEETMETALANDROOFING PAGE 02 f 9543222253 05/28/2004 12:05 9543222253 SHEETMETALANDROOFING PAGE 01 TO: Barbara S. M. A. R. T. (Sheet Metal And Roofing Technology, Inc.) 10775 SW 188 Street #3 Miami, Tklida 33157 305-822-2747 305- 24z- 3613„fa COMPANY: J(jgi Shores Villa FAX' 736-8972 FRQ,M.• Met al And Roofnjz Techn v DATE: g28/04 RE: 136 NE 101 St Gutter fermil # PAGES (including cover): 2 If von dtd not receive R cpmpkte set please caI4 3Of-82?7 --.747 COMMENTS Grey Cell 305-21,94195 Miami Shores Village Building Department BUILDING CRITIQUE SHEET ..6 /Id Permit No. 09 M! 5Lf Job Name / 4A)r kbti`9 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/10/2004 Applicant: BRYON Owner: THOMAS JOB ADDRESS: 136 NE 101 Parcel # 1132060132000 Signed: (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2004 -634 THOMAS BRYON ST Contractor SHEET METAL AND ROOFING TECHNOLOGeontractor's Address: 625 WEST 27 ST Local Phone: 305 - 822 -2747 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 10 Permit Status: APPROVED Permit Expiration: 11/8/2004 Construction Value: $800.00 Work: INSTALL COOPER K -STYLE GUTTERS W/ 4 ROUND DOWNSPORTS BY: Page 1 of 1 BLK 15 LOT SIZE 50.000 X Fees: FEE2004 -5907 FEE2004 -5908 FEE2004 -5909 FEE2004 -5910 Description Building Fee CCF Training and Education Fee Technology Fee Total Fees: Amount $100.00 $0.60 $0.20 $2.50 $103.30 Total Fees $19p,q a :b3L Total Receip : 0.00 s3 3D JUN 1 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. uocf-1 BUILDING PERMIT APPLICATION FBC 2001 $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) 1VIld1111 31101 V 111agc Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 City , - S# State /1672 Zip 3 3 /3 Tenant/Lessee Name Phone # hermit Fee $, ac - e-c, p�, ee Submittal Fee $ Notary $ Training/Education Fee $ ® � a 0 Scanning $ 3 Radon $ "7"' Code Enforcement $ Structural Plan Review. $ Permit No. RECEEINIE - 5 1 Master Permit No. 8P LO y -392 Plumbing Mechanical Permit Type (circle): Building Electrical /� � Owner's Name (Fee Simple Titlleh �r) +C� /2 77 A J Phone # 3d - Owner's Address /L36 / �/ rte , S/ Job Address (where the work is being done) /JO / /" I / v ' P City ' Miami Shores Village County Miami -Dade Zip 3 3 /3U Is Building Historically Designated YES NO Contractor's Company Name ` / G 1kg' /'l/ /2-- n/ Phone # ,?el J 0 f3 /5g'/ Contractor's Address // // 9 7D N / 1/ /l' 72- 7° �i j G City /l✓01L�/�t�1 - State La Zip 33 /1/ Qualifier Jf 6 ' 1/1 Architect/Engineer's Name (if applicable) Phone # CCF$ * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** low — a Technology Fee $ vg /so Bond $ ❑ Demolition Type of Work: ❑Addition ['Alteration ❑New , Repair/Replace Describe Work: /Peitn& 2G =��i� 72-av i C ! � !, ' Ne�c i 3a �d 4i/1,64z- /1 / ;: ' 4 l s c6de . - _ / Bonding Company's Name (if applicable) • Bonding Company's Address City State / `/ t Zip Mortgage Lender's Name (if applicable) Mortgage Lender; s Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted no e, the inspection will no e approved and a reinspects n fee will be. charged. Signature NO Sign: Print: Chc 10/14/03 er or Agent The foregoing instrument was acknowledged before me this , day of / , 200 Y' , by /4 ' - 6/Z S off/ who is personally known to me or who has produced As ide My Commission Expires: * * * * * * * * * * * * * * * * * * * * * ** cation and who did take an oath.. Signa Contractor The foregoing instrument was acknowledged befo ee / me this day of / / ,200y,by /I /r IRS kj 1 , who is •ersonally known to me or who has produced k 1444411.4 • ••' TARY PUBLIC: Sign: Print: ;IAL NOTARY • '-4„ identification and who did take an oath. I •s/ My ConunissiekE? pireS: "'' c.,O"AMISSION EXPIRES i i OF F�� VAR. 12006 ************************-* * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: JAN 1 2 2004 Plans Examiner Engineer Zoning 1 i,oyt Lul IC vl Nlul rrl rerml( NpplICarfOf Master Permit No. ) Process No. Contractor's Name � , /l �i z_c �s� /a36 it) (2/ c Job Address ❑ Low Slope ❑ Asphaltic Shingles Section A (General Information ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles Section B (Roof Plant Sketch Roof PIan: Illustrate all Levels and sections, roof drain scuppers and overflow drains. Include dimensions of sectio identify dimensions of elevated pressure zones and location of I T S` • Forrrr ❑ M rtar /Adhesive Set Tile ❑ W�od Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ❑ Re- Roofing ❑ Recovering jkRepair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Tot I (SF) , scuppers. overflow s and levels, clearly ts. J Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 1 /13/2004 Applicant: BRYON THOMAS Owner: THOMAS BRYON JOB ADDRESS: 136 NE 101 ST Contractor MIS CORPORATION Local Phone: 305 - 553 -9476 Parcel # 1132060132000 Signed: Building Permit Permit Number: BP2004 -32 Contractor's Address: 2428 N. W. 28 St. Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 10 BLK 15 LOT SIZE Fees: Description Amount FEE2004 -342 Building Fee $100.00 FEE2004 -343 CCF $0.60 FEE2004 -344 Notary Fee $5.00 FEE2004 - 345 Training and Education Fee $0.20 FEE2004 -346 Technology Fee $1.00 FEE2004 -347 Scanning Fee $3.00 Total Fees: $109.80 Total Fees: $1 80 Total Receipts: 00 5G Permit Status: APPROVED Permit Expiration: 7/10/2004 Construction Value: $440.00 Work: ROOF REPAIR (INSPECTOR) JAIL 15 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: r 50.000 X 1 12104 SSA • L 42.5 I PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 2' S te / ? Job Address 1 6 m E / D / ,,sr Tax Folio Legal Description Owner/Lessee / Tenant R y oAl I O Ni'CJ' Master Permit # C I ZS Owner's Address / 3 l d/ S Phone 6 7— y 7 7 Contracting Co. ' 1 U� C ' 1$ u '7 i n Address 9 /`9 0 ! 27 o - 14/ j L �6 Q u a l i f i e r / j 1 1 5 ` G t i t / `P _ SS# '- , P h o n e 3 r 6 6c(0 lG State # 6 009 36c Municipal # Signa My C.. .c Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): WORK DESCRIPTION Square Ft. )& z/oO Estimated Cost (valued 5Th_cc che» L 9 6o&0 Axe F 1?c WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to 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 wor / : ated. .1163 11 . 1 .111.61/111 , - -.,.. 4 Irt it 1 Notary as to Owner and/or Co - NOTARY SEAL SANDRA M MONTIEL COMMISSION NUMBER K CC401 0 , COMMISSION .EXP. AUG, 17190 r and/or Condo President Date FEES: PERMIT /!. ` RADON ©l DG 7 ( o a APPROVED: 1 3 • Zoning Building - ELECTRIC L PPJIVI UBIN;G MECHANICAL ROOFIN PAVING FENCE SIGN ate- te 16 t yq/lre, -Q.. u�tLa Date Historically Designated: Yes No / g Competency # f o 7 T S Ins. Co. ature of Contractor o 'S j er- Builder otary as to Contractor or Owner - Builder My Commission Expires: C.C.F. mil, NOTARY 5 1 BOND a Electrical Mechanical Plumbing Engineering Sliettc- TOTAL DUE Date Date h mdkj? NOTICE OF COMMENCEMENT -A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION A' PERMIT NO. TAX FOLIO NO. 11 320Io 0 13 aOOO STATE OF FLORIDA: COUNTY OF DADE: 938078004 1998 FEB 20 09:36 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 1 1-, 111r I01S St , H it WI rr-QS, f I`ll i b✓mf S' v er I µD Pt�lO 7O / ok R fork 15 2. Description of improvement: $i ? n i fr A ( i in AT f f OU P. h/'./rm1 i 1.Q1- f co- 3. Owner(s) name and address: 136 N f Ir k+ ' ` t " , ' ' n ! Skr rQ - 5 , Ft- 3 13$ Interest in property: l7 14I ntX Name and address of fee simple titleholder: NI fl 4. Contractor's name and address: N1 }{n we- -flown, l',0-n5Trvtt, icr. 5. Surety:(Payment bond required by owner from contractor. d any) Name and address: 1K1 /A Amount of bond $ 00 6. Lender's name and address: N/A Signature of &net Print Owners Name , (' . S Sworn to and subscribed before me thisc day of FC 6 . 19 '78 Notary Public Print Notary's Name My Commission Expires: g aao S►v 77 fl'i ?A ) W 'NESS my h .nd on HARVEi RU IN,CL 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: 1,V/A 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: NI/A, 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) � I: 3315 STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that this is a fr 71 of the orlgInalfilod in this office on day of Prepared by: . Pt'yerrr — T1norr,11 S Address: \ rIF loos -1- St_ tko.m'i t S\-, nr o c >r L 3 313 123C' -52 2/93 Contractor's Name: ❑ (Low Slope Application) (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs1Wood Shingles & Shakes) ❑ (Other) // RQOF TYPE ❑ New Roof Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (fl TOO Total (ft 4 Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7-88 table 1): W W Ft. Deck type: ATTACHMENT Ft. Fastener Type: SPACING FieId: ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Peter: Corner. DETAIL 1 & 2 *Includes Mortar and Adhesive Set The . Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. 6—li b Address: /3 (D NE- l 0 / • ROOF CATEGORY, ❑ (Nail -On Tile) Page -1 r ' r 1 r - r ❑ (Mortar-Set Tile) * ROOF PLAN 4. 0- Appendix. "E" UNIFORM ROOFING PERMIT APPLICATION - PROCESS No. w p o t tvr..Arapacar O DETAIL 3. - SLOPED SYSTEMD_F_SCRrP77ON 'o /L doAt type & spacing j dd o i' f covering: .r Drip`d J ,3 (Pmaxl: x X (Aerodynamic Multiplier): (Pmax2: x )4. (Aerodynamic Multiplier): (Pmax3: x (Aerodynamic Multiplier): ) - M TILE CALCULATIONS ) - M Mrt: ) - M Ma= PCA: = M PCA_ Page -2 ° /( dit e-44 ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) A pplicble Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals METRODADE BUILDING CODE COMPLIANCE OPPICE SUITE 16o3 METRO-DADE ; .E EUILDING 140 WEST FLAGLER STREET MIAM.MI. FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE CAX 1305; 7 - 2 908 G.A.F. Materials Corporation PRODUCT CONTROL SECTION 1361 Alps Road (3051 ; Wayne, NJ. 07470 FAX (305 3;2.6339 Your application for Product Approval of: G.A.F. Royal Sovereign under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of and completely described in the plans, specifications and calculations as submitted bv: Underwriters Laboratories, Inc. and Center for Applied Engineering, Inc. Has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific conditions set forth on page 2 through 19 and the standard conditions set forth on page 20. The approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:97 0317.01 Renews:94 0[05.06 Es pi res:04 /22/00 THIS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County. Florida under the conditions set forth above. Approved:04 /22/97 METPO =OL: =.N DADE COUNTY, FLORIDA = _.:.GLER EciLDINC, aul Rodriz ucz Product Control Supervisor (Xh C4??1-1—wi Charles Danger. P.E. Director Building Code Compliance Dept. Metropolitan Dade County Applicant: GAF Building Materials Corp. 1361 Alps Road Wayne, New Jersey 07470 Category: Prepared Roofing Sub - Category: Shingles Type: Asphalt Sub - Type: 3 - Tab PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL SYSTEM DESCRIPTION Product Control No.: 97- 0317.0I Tle sloped roof system described above has been accepted by the Metro -Dade Office of Code Compliance as an approved shingle system in compliance with the requirements of Chapter 34 of the South Florida Building Code. This Product Control Approval is issued to the following shingle 'Profile': ROYAL SOVEREIGN - 3 -TAB Product Control No: 97 0317.01 Approval Date:April 22, 1997 Expiration Date:April 22, 2000 This system is approved for use under the South Florida Building Code when the listed components are assembled in accordance with the application instructions described below. No components may be substituted. Contact: B. Randall Ziegler National Manager Technical Services Phone:201 -628 -3434 Fax: 201 -628 -3365 Page 2 of 20 rank Zuloaga, Roofing P ans xan:iner Product Control Division 7 .0"d StLn +'s==; +gn= kid Tb :20 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT Product GAF Royal Sovereign 12" x 36" Product Control No.: 97-0317.01 Dimensions Test Specifications Product Description PA 1 10 Fiberglas rein rorced heavy weight asphalt roof shingle, w ith a 3 -Tab profile Page 3 of 20 rank Zttloaga. Roofing Plans xaminer Product Control Division ' - I I t .I V ■■ ^ . 7 V V ' = I . I . J T .- G. _ . _ _' C. _ +J ■.1 I.I t Edge metal Tin Cps Product Shingle Nails Valley Metal Mineral Surface Roil Various Roofing TRADE N OF PRODUCTS MANUFACTURED BY OTtfERS Test Dimensions Specifications Product Manufacturer Description Min. .021 ", ASTM A 525 Corrosion resistant generic 2 "x 2 ", 26ga. edge metal for system termination Min..010" x Corrosion resistant generic 1 5 /g" 32 ga. tin caps Flashing Cement Various ASTM D Cut back, asphalt 4586 modified adhesive for flashing attachment. Min. 12 PA 110 Corrosion generic ga.x 1 'ii" resistant, deformed. roofing nails for Shingle application Roofing Nails Min 12ga. x PA 110 Corrosion 1' /�" resistant, deformed, annular rine shank roofing nails for metal and accessory attachment Min. 26 ga., 16" wide ASTM A 525 Galvanized metal valley flashing. ASTM D 249 Asphalt impregnated, mineral surfaced organic roll roofing. Smooth Surfaced Various ASTM D 224 Smooth surfaced Asphalt Rolled organic rolled Roofing roofing Page 4 of 20 Product Control No.: 97-0317.01 generic generic generic generic generic Fran • Zuloaga, Roofing Product Control Division ►;. aminer SbS0 +ES +SO2 QNH1INN11S Wd 7t.:20 = =.- Zia - :HHW S O d Roofing Fabric Various ASTtit D1668 Organic or inorganic %voven fabric to reinforce flashing cement. # 30 Felt Various ASTM D 226 Asphalt • type 11 impregnated organic felt for use as a shingle underlavment. 415 Felt Various .ASTtit D 226, Asphalt type 1 impregnated organic felt for use as a shingle ur,derlayment. Page 5 of 20 Product Control No.; 97 generic generic generic Frank Zuloaga, Roofing Product Control Division aminer st'so+'z'- = +�' LiZ QN'-' 1iHNII:_ Wd 2b:243 3y'd Test Agency Center for Applied Engineering Underwriters Laboratories, Inc. Underwriters Laboratories, Inc. Center for Applied Engineering The testing listed above, submitted with this application confirms the shingle assembly complies with all test requirements set forth under Chapter 34 of the South Florida Building Code. The shingle system has been tested in compliance with Dade Counry Protocols PA 100 and 107. The shingle component physical properties have been tested in compliance with ASTM D 3462. All accessory components listed within this application are in compliance with South Florida Building Code Requirements. System Trade Names: Royal Svoereign - 3 -Tab Maximum Fire Classification Deck Type Classification Min. '°i,," Plywood, or Wood Plank Class A Product Control No.: 97-0317.01 TEST REPORTS Test Identifier Test Narne!Report Date PA 100 Uplift and wind driven rain 02/23:94 resistance. PA 107 Wind uplift resistance 04/13/94 Modifed ASTM D 3161 ASTM 3462 Material properties 03:26/94 ASTM 3462 ASTM 3462 Material properties 03/21/97 ASTM 3462 Page 6 of 20 ran Luloaga, Roofing ans aminer Product Control Division IlbSn+z =: +5 =�s d;a'Jc 4N�+1I NNrIS Wd 86 -2 - Underlayment: Edge Metal: Note: All intersections, eaves, rakes, valleys, gable ends, and starter course shall be set in a 8" wide strip of ASTM D 4586 flashing cement. Valleys: SYSTEM APPLICATION Slope Range: 2 ":12" to <4 ":12" Underlayment shall be applied in accordance with the South Florida Building Code, Section 3403.5(b)(6): A!! underlayments applied at a roof pitch less than 4 ":12" shall be applied in a double layer of ASTM D 226. type 1 with a 19" overlap or by the application of a single laver of ASTM D 226. type 11 organic felt or an AST`? D 2626 coated base sheet as a base ply with a 4" overlap. Head laps shall be 6 ". Underlayment shall be installed with minimum 12 ga. x 1' /-," corrosion resistant roofing nails and minimum 32 ga. x 1V„" diameter tin caps, spaced 12" o.c. in a grid pattern in the field and 6" o.c. at the laps. Nails shall penetrate through the sheathing or wood plank a minimum of / or penetrate a I" or greater thickness of lumber a minimum of 1 ". Note: All !lashing cement used shall be ASTM D 4586 asbestos -free flashing cement. All products shall have Metro -Dade Component Approval. Edge metal and installation shall be in compliance with the South Florida Building Code Section 3408.2 and 3408.3: Minimum .021" (26 ga.). 2" x 2" galvanized or other approved corrosion resistant material nailed over top of the underlayment at 4" o.;.., with minimum 12 ga. x 1'/ .1" corrosion resistant annular ring shank roofing nails at all perimeters. The nails shall be manufactured from similar and compatible material to the termination profile. All composite materials shall be fashioned with non - ferrous nails. At corners, the ends of adjoining approved drip edge shall be overlapped 7 ", notched and bent around the corner. Straight lengths of approved drip edge shall be overlapped not less than 3 ". See Dade County Protocol PA 111(4.3.4), figure 2. Valleys may be applied in open. closed or weaved fashion. Valley metal shall be in compliance with the South Florida Building Code section 3408.4. A 36" wide sheet of ASTM D 249 mineral surfaced rolled roofing: or ASTM D 224 smooth roll roofing shall be installed over the underlayment at all close cut or woven valleys. centered in the valley. The roll roofing shall be naiicd 6" o.c. with minimum 12 ga. x I'' /a" roofing nails at each edge. Nails shalt penetrate through the sheathing or %vood plank a minimum of or penetrate a 1" or greater thickness of lumber a minimum of I". Endlaps shall be 12" and adhered with ASTM D 4586 flashing cement. In open valley applications a minimum 16" wide, 26 ga. galvanized metal: or other approved corrosion resistant material stall be installed, and may be rolled or preformed. Set valley in a bed of ASTM • - mcr[[, a .. • n t wo Page 7 of 20 oaga, • • xamincr Product Control Division RN 1 1I!. u 4nS Product Control No.: 97-0317.01 Wd tt: £t, Starter strip: Product Control `o.: 97- 0317.01 4" wide strips at each exterior edge, with a maximum thickness of 1/8 ". Fasten valley metal with minimum 12 E; a. x 11/4" galvanized annular ring shank roofing nails 12" o.c. I" in from each exterior edge. Nails shall penetrate through the sheathing or wood plank a minimum of or penetrate a 1" or greater thickness of lumber a minimum of 1 ". Strip in the the two exterior edges with flashing cement and approved reinforcement. Overlaps shall be 12" minimum and adhered with ASTti1 D 4536 flashing cement. The starter strip may be either a row of non - laminated shingles trimmed to the shingle manufacturer's recommendations or a strip of mineral- surfaced roll roofing not less than 7 inches wide. Starter strip and shingles shall overhang the eaves by ' /," to '/ if self - sealing shingles are used for the starter strip, remove the tab portion of each shingle and position the remaining strip with the factory - applied adhesive face up along the eaves. Trim material from the end of the first shingle in the starter strip according to manufacturer's specifications to ensure that the cutouts of the first course of shingles are not placed over the starter strip joints. Fasten starter strips parallel to the eaves along a line above the eave line according to manufacturer's specifications. Position fasteners to insure they will not be exposed under the cutouts in the first course. If shingles without a self - sealing strip are applied, the tabs shall be removed and ASTM D 4586 flashing cement shall be applied in spots approximately the size of a quaver at the corner of each tab of the first course. Starter shingles shall be nailed along a line not greater than 4" above the eave line nailing not greater than 6" o.c.. Trim at least three inches from the end of the first shingle to ensure that the cutouts of the first course are not placed over the starter strip joints. If roll roofing is used for the starter strip, nail along a line not greater than 4 "above the eave line nailing not greater than 12" o.c. ASTM D 4586 flashing cement shall be applied as noted above for non sealing shingle starter. If more than one piece of roll roofing must be used, the end joint shall be butted. Joints shall be staggered with succeeding shingle joints. Number of starter joints shall be kept to a minimum. First and Succr.eding Courses: Be sure the first course is laid straight, checking it regularly during application against a horizontal chalk line. A few vertical chalk lines aligned with the ends of shingles in the first course will ensure proper alignment of cutouts. A shingle hatchet is an acceptable alternative to the use of succeeding chalk lines. if starter used does not provide a 'seal strip, bond the tabs of each shingle in the first course to the starter strip by placing a spot of AST • '.:. = . - the size `I Page 8 of 20 aga, ' .. Inns F,xaminer Product Control Division Note: Fastening: Note: Flashing: Product Control `o.: 97-0317.01 of a quarter on the starter strip beneath each tab if a non self sealing starter is used. Avoid excessive use of the cement. as it may cause blistering. The first course starts with a full shingle, %chile succeeding courses start with 4. 5, or 6 inches removed relative to the preceding course, or as approved by the manufacturer. Rake and valley courses shall be terminated with tabs not less than 1 wide. To obtain the correct exposure for square -tab strip shingles. align the butts with the top of the cutouts in the course below. Install no- cutout shingles and those with variable butt lines according to the manufacturer's directions to obtain correct exposure. Manufacturer's label states additional installation requirements for this product. Follow manufacturer's instructions concerning shingle alignment. See'Expose and Course Layout' - Detail 'A' attached. Use six nails or approved fasteners per shingle. Fasteners shall be minimum 12 ga. x i'r," galvanized roofing nails, or other fasteners with Dade County Component Approval. Place the fasteners according to fastener Detail 'B', attached. Align the. shingles properly to avoid exposing fasteners in the course below. Fasteners shall penetrate through the sheathing or wood plank a minimum of'/„" or penetrate a I" or greater thickness of lumber a minimum of i ". Drive the fasteners straight and do not break the shingle surface with the fastener head. Do not drive fasteners into knot holes or cracks in the roof deck. Repair faulty fastening immediately. if fastener does not penetrate the deck properly, remove the fastener and repair the hole in the shingle with ASTM D 4536 flashing cement or replace the entire shingle. Do not nail into or above factory - applied adhesives. Ensure no cutout or end joint is less than 2 inches from a nail in an underlying course. Start nailing from the end nearest the shingle just laid and proceed across. Do not attempt to re -align a shingle by shifting the free end after two nails are in place. Drive nails straight so that the edge of the nail head does riot cut into the shingle. Nail heads should be driven flush with the shingle surface. Fasteners shall not be overdriven. Manufacturer's label states additional installation requirements for this product. Follow manufacturer's instructions concerning fastener alignment. SeeFastening Pattern and Physical Dimensions - Detail "B" attached. Roof planes that butt against vertical walls shall be step flashed with 10" long metal shingles which arc 2" wider than the exposed � :•r -.�� rr4�•,;ice the Page 9 of 20 a "a, .. ramincr Product Control Division Soil Stacks and Vent Pipes: Product Control No.: 97-0317.01 first flashing unit over the end of the starter strip and position it so that the tab of the end shingle in the first course covers it completely. Secure the horizontal arm to the roof with two approved roofing nails. Do not nail flashing to the wall; settling of the roof could damage the seal. Apply the first course of shingles up to the wall. Position the second step flashing strip over the end shingle in the first course 5 inches up from the butt so that the tab of the end shingle in the second course covers it completely. Fasten the horizontal arm to the roof. The second course of shingles follows, the end is flashed as in the preceding courses and so on to the top of the intersection. Bring siding or other wall treatment down over the vertical sections of the step flashing to serve as cap Clashing. Wall treatment or cap flashing shall terminate a minimum of 3" above the roof line. Vertical sidewalls shall be flashed. Apply shingles up the roof until a course must be trimmed to fit at the base of the vertical wall. Adjust the exposure slightly in the previous two courses so that the last course is at least 8 inches wide. Apply a continuous piece of metal flashing over the last course of shingles by embedding it in approved flashing cement and nailing it to the roof. The metal flashing strip shall be bent to extend at least 5 inches up the vertical wall and at least inches onto the last shingle course. Do not nail the strip to the wall. Apply an additional row of shingles over the metal flashing strip, trimmed to the width of the strip. Bring siding down over the vertical flashing to serve as cap flashing. Wall treatment or cap flashing shall terminate a minimum of 3" above the roof line. Do not nail siding into the vertical flashing. if the vertical front wall meets a sidewali, as in dormer construction, cut flashing so that it extends at least 7 inches around the corner. Continue up the sidewall with step flashing as detailed above. Apply shingles up to the vent pipe. Cut a hole in a shingle to go over the pipe and set the shingle in ASTM D 4586 flashing cement. A preformed flashing flange that fits snugly over the pipe is then placed over the shingle and vent pipe and set in approved flashing cement. Place the flange over the pipe to lay flat on the roof. After the flashing is in place. resume shingle application. Cut shingles in successive courses to fit around the pipe and embed them in approved flashing cement where they overlap the flange. Avoid excessive use of cement as it may cause blistering. Do not drive fasteners close to the pipe. The lower part of the flange shall overlap the lower shingles and the side and upper shingles shall overlap the flange. For ventilator and exhaust stacks, follow the same procedure, but bring the shingles up to the pipe from both sides and bend the flange over the ridge to lie in both roof planes, overlapping the roof shingles at all points. Ridge shingles arc then positioned to cover the flange. Embed the ridge shingles in approved flashing cement where they overlap the flange. Page 10 of 20 4 u oaga, Roo t - - . amincr Product Control Division Chimneys: Hips and Ridges: Minimum Slope: 2":12" to 4 ":12" \laximtim Fire Classification: Class 'A' Page 11 of 20 Product Control `o.: 9? -031 7.01 Chimneys shall be flashed with a two -piece base and cap flashing to allow for differential movement. Apply shingles up to the front edge of the chimney before any flashings are installed. Apply a coat of ASTM D 4 I asphalt primer if the chimney is constructed of masonry or metal to seal the surface and to provide good adhesion to all points where flashing, cement will later be applied. Install 26 ga. corrosion resistant metal, or other approved corrosion resistant materials, as base flashing between the chimney and the roof deck, on all sides. Apply the base flashing to the low side of the chimney first. Bend the base flashing so that the lower section extends at least 4" over the shingles and the upper section extends at least 12" up the vertical face of the chimney. Work the flashing firmly and smoothly into the joint between the shingles and chimney. Set both the roof and chimney overlaps in approved flashing cement placed over the shingles and on the chimney face. The flashing may be secured against the chimney with one or two nails to hold it in place until the cement sets. Use metal step flashing for the sides of the chimney, positioning the units in the same mariner as flashing on a vertical sidewall. Cut, bend and apply the step flashing around the side of the chimney. Secure each flashing. unit to the masonry with approved flashing cement and to the deck with approved nails. Embed the end shingles in each course that overlap the flashing in an 8" bed of approved flashing cement. Place the rear base flashing over the cricket and the high side of the chimney. Apply the high side base flashing by bringing the end shingles in each course up to the cricket and secure in a bed of approved flashing cement. Cap flashings shall be installed over all base flashings. Set the metal cap flashing into the brickwork or exterior siding material. If brick, rake out the mortar joint to a depth of I'i: inches and insert the bent edge of the flashing into the cleared joint. Refill the joint with mortar. Bend the cap flashing down to overlap the base flashin,. Use one continuous piece of cap flashing on the low side of the chimney. On the sides and high side of the chimney, use several pieces of similar -sized flashin„ trimming each to fit the particular location of brick joint or substrate material. Start the side units at the lowest point and overlap at least 3 inches. Chimney crickets shall be waterproofed in compliance with options published by the shingle manufacturer. If crickets are formed from wood, or other nailabte materials a double layer underlayment shalt be applied prior to waterproofing. Apply premanufactured hip and ridge shingle components or cut hip and ridge shingles from manufacturer's shingles, where approved. Lay hip and ridge away from prevailing wind. Insure all fasteners are covered. Exposure shall not exceed 5" unless premanufactured hip and ridge specifically allows for greater exposure. Taper the lap portion of each cap shingle slightly so that it is narrower than the exposed portion. Frank Zuloaga, Roofing aminer Product Control Division I • d Undcrtivment: Edge Metal: Note: Valleys, SYSTEM APPLICATION Slope Range: 4 ":12" and Greater Underia■ment shall be applied in accordance with the South Florida Building Code. Section 3403.5(f)(2): Two plies of minimum ASTM D 226, Type 1 felt overlapped 19 ". or a single layer of ASTM D 226 Type 11 felt overlapped 4 ".. Head lap shall be 6 ". Underlayment shall be installed with minimum 12 ga. x I' /�" corrosion resistant roofing nails and minimum 32 ga. x IV," diameter tin caps. spaced 12" o.c. in a grid pattern in the field and 6" o.c. at the laps. Nails shall penetrate through the sheathing or wood plank a minimum of / or penetrate a 1" or greater thickness of lumber a minimum of 1 ". Edge metal and installation shall be in compliance with the South Florida Building Code Section 3408.2 and 3408.3: Minimum .021" (26 ga.), 2" x 2" galvanized or other approved corrosion resistant material nailed over top of the underlayment at 4" o.c., with minimum 12 ga. x 1 `` /." corrosion resistant annular ring shank roofing nails at all perimeters. The nails shall be manufactured from similar and compatible material to the termination profile. All composite materials shall be fashioned with non - ferrous nails. At corners, the ends of adjoining approved drip edge shall be overlapped 7 ", notched and bent around the corner. Straight lengths of approved drip edge shall be overlapped not less than 3 ". See Dade County Protocol PA 111(4.3.4), figure 2. All intersections, caves, rakes, valleys, gable ends, and starter course shall be set in a 8" wide strip of ASTM D 4586 flashing cement. Valleys may be applied in open, closed or %weaved fashion. Valley meta! shall be in compliance %with the South Florida Building Code section 3408.4. A 36" wide sheet of ASTM D 249 mineral surfaced rolled rooting.: or ASTM D 224 smooth roll roofing shall be installed over the underlayment at all close cut or woven valleys, centered in the valley. The roll roofing shall be nailed 6" o.c. with minimum 12 ga. x l' /." roofing nails at each edge. Nails shall penetrate through the sheathing or wood plank a minimum of / or penetrate a I" or greater thickness of lumber a minimum of 1". Endlaps shall be 12" and adhered with ASTM D 4586 flashing cement. In open valley applications a minimum 16" wide. 26 ga. galvanized metal: or other approved corrosion resistant material shall be installed, and may be rolled or preformed. Set valley in a bed of ASTM D 4536 flashing cement, applied in two 4" wide strips at each exterior edge, with a maximum thickness of 1/8 ". Fasten valley metal with minimum 12 ga. x 1' 4" galvanized annular ring shank roofing nails 12" o.c. I" in from each exterior edge. Nails shall penetrate the sheathing or wood plank a minimum of / or penetrate a 1" or greater thickness of lumber a minimum of 1". Strip in the the two exterior ed"cs �iitb 1 �„ ' 6 - t and Page 12 of 20 Product Control `o.: 97- 0317.01 ran Luloaga, Roofing - ,, miner Product Control Division St'S►=+ +'s'ti'_ a; loo ( Nk7 1 I NNf 18 Wd oS: i0 86- 20- clt+W T'd Starter strip: First and Succeeding Courses: Product Control No.: 97 0317.01 approved reinforcement. Overlaps shall be 12" minimum and adhered with ASTM D 4586 flashing cement. The starter strip may be either a row of non - laminated shingles trimmed to the shingle manufacturer's recommendations or a strip of mineral- surfaced roll roofing not less than 7 inches wide. Starter strip and shingles shall overhang the eaves by „},, to ; /," Itself- sealing shingles are used for the starter strip, remove the tab portion of each shingle and position the remaining strip with the factory - applied adhesive face up along, the eaves. Trim material from the end of the first shingle in the starter strip according to manufacturer's specifications to ensure that the cutouts of the first course of shingles are not placed over the starter strip joints. Fasten starter strips parallel to the eaves along a line above the cave line according to manufacturer's specifications. Position fasteners to insure they will not be exposed under the cutouts in the first course. if shingles without a self - sealing strip are applied, the tabs shall be removed and ASTM D 4586 flashing cement shall be applied in spots approximately the size of a quarter at the corner of each tab of the first course. Starter shingles shall be nailed along a line not greater than 4" above the eave line nailing not greater than 6" o.c.. Trim at least three inches from the end of the first shingle to ensure that the cutouts of the first course are not placed over the starter strip joints. If roll roofing is used for the starter strip. nail along, a Line not greater than 4 "above the eave line nailing not greater than 12" o.c. ASTM D 4586 flashing cement shall be applied as noted above for non sealing shingle starter. If more than one piece of roll roofing must be used. the end joint shall be butted. Joints shall be staggered with succeeding shingle joints. Number of starter joints shall be kept to a minimum. Be sure the first course is laid straight, checking it regularly during application against a horizontal chalk line. A few vertical chalk lines aligned with the ends of shingles in the first course will ensure proper alignment of cutouts. A shingle hatchet is an acceptable alternative to the use of succeeding chalk lines. if starter used does not provide a 'seal strip, bond the tabs of each shingle in the first course to the starter strip by placing a spot of ASTM D 4586 flashing cement about the size of a quarter on the starter strip beneath each tab if a non self sealing starter is used. Avoid excessive use of the cement. as it may cause blistering. Page 13 of 20 Fran Zuloaga, Roofing a s ..miner Product Control Division St G0 +'2 _ 8 +SO2 ddOO QN�J1I NNfl$ Wd t: 20 85- 20 -Nt+W Note: Note: Flashin Fastening: Product Control No.: 97- 0317.01 The first course starts with a full shingle. while succeeding courses start with 4, 5, or 6 inches removed relative to the precedinL course. or as approved by the manufacturer. Rake and valley courses shall be terminated with tabs not Tess than l 2" wide. To obtain the correct exposure for square -tab strip shingles. align the butts w ith the top of the cutouts in the course below. Install no- cutout shingles and those with variable butt lines according to the manufacturer's directions to obtain correct exposure. Manufacturer's label states additional installation requirements for this product. Follow manufacturer's instructions concerning shingle alignment. See'Expose and Course Layout' - Detail 'A' attached. Use six nails or approved fasteners per shingle. Fasteners shall be minimum 12 ga. x 1' /," galvanized roofing nails, or other fasteners with Dade County Component Approval. Place the fasteners according to fastener Detail 'B', attached. Align the shingles properly to avoid exposing fasteners in the course below. Fasteners shall penetrate through the sheathing or wood plank a minimum of / " or penetrate a 1" or greater thickness of lumber a minimum of 1". Drive the fasteners straight and do not break the shingle surface with the fastener head. Do not drive fasteners into knot holes or cracks in the roof deck. Repair faulty fastening immediately. If fastener does not penetrate the deck properly, remove the fastener and repair the hole in the shingle with ASTM D 4586 flashing cement or replace the entire shingle. Do not nail into or above factory- applied adhesives. Ensure no cutout or end joint is less than 2 inches from a nail in an underlying course. Start nailing from the end nearest the shingle just laid and proceed across. Do not attempt to re -align a shingle by shifting the free end after two nails are in place. Drive nails straight so that the edge of the nail head does not cut into the shingle. Nail heads should be driven flush with the shingle surface. Fasteners shall not be overdriven. Manufacturer's label states additional installation requirements for this product. Follow manufacturer's instructions concerning fastener alignment. SeeFastening Pattern and Physical Dimensions - Detail "13" attached. Roof planes that butt against vertical walls shall be step flashed with 10" long metal shingles which are 2" wider than the exposed face of the roofing shingles. Place the first flashing unit over the cnd of the starter s .41410 _ • b of the Page 14 of 20 aga, Product Control Division examiner +2:?_ +mac,? d O_? �INti71I.F11 Wd a"S: 20 ^c- iO- :H!-Ht T Soil Stacks and Vent Pipes: Product Control No.: 97 0317.01 end shingle in the first course covers it completely. Secure the horizontal arm to the roof with two approved roofing nails. Do not nail flashing to the .wall: settling of the roof could damage the seal. Apply the first course of shingles up to the wall. Position the second step flashing strip over the end shingle in the first course 5 inches up from the butt so that the tab of the end shingle in the second course covers it completely. Fasten the horizontal arm to the roof. The second course of shingles follows. the end is flashed as in the preceding courses and so on to the top of the intersection. Bring siding or other wall treatment down over the vertical sections of the step flashing to serve as cap flashing. Wall treatment or cap flashing shall terminate a minimum of 3" above the roof line. Vertical sidewalls shall be flashed. Apply shingles up the roof until a course must be trimmed to fit at the base of the vertical wall. Adjust the exposure slightly in the previous two courses so that the last course is at least 8 inches wide. Apply a continuous piece of metal flashing over the last course of shingles by embedding it in approved flashing cement and nailing it to.the roof. The metal flashing strip shall be bent to extend at least 5 inches up the vertical wail and at least 4 inches onto the last shingle course. Do not nail the strip to the wall. Apply an additional row of shingles over the metal flashing strip, trimmed to the width of the strip. Bring siding down over the vertical flashing to serve as cap Clashing. Wall treatment or cap flashing shall terminate a minimum of 3" above the roof line. Do not nail siding into the vertical flashing. If the vertical front wall meets a sidewall, as in dormer construction, cut flashing so that it extends at least 7 inches around the corner. Continue up the sidewall with step flashing as detailed above. Apply shingles up to the vent pipe. Cut a hole in a shingle to go over the pipe and set the shingle in ASTM D 4536 flashing cement. A preformed flashing flange that fits snugly over the pipe is then placed over the shingle and vent pipe and set in approved flashing cement. Place the flange over the pipe to lay flat on the roof. After the flashing is in place, resume shingle application. Cut shingles in successive courses to fit around the pipe and embed them in approved flashing cement where they overlap the flange. Avoid excessive use of cement as it may cause blistering. Do not drive fasteners close to the pipe. The lower part of the flange shall overlap the lower shingles and the side and upper shingles shall overlap the flange. For ventilator and exhaust stacks, follow the same procedure, but bring the shingles up to the pipe from both sides and bend the flange over the ridge to lie in both roof planes, overlapping the roof shingles at all points. Ridge shingles are then positioned to cover the flange. Embed the ridge shingles in approved flashing cement where they overlap the flange. Page 15 of 20 u oaga, Roo ' • atniner Product Control. Division t - g 4 - Z ddo3 cfl4 - tINNIIs Wd tG:20 E —= O — '!H W Chimneys: 9 T • Hips and Ridges: Slope Ranee: 4":12" and Greater Maximum Fire Classification: Class 'A' Page 16 of 20 Product Control No.: 97-0317.01 Chimneys shall be flashed with a two -piece base and cap flashing to allow for differential movement. .Apply shingles up to the front edge of the chimney before any flashings are installed. Apply a coat of ASTN1 D 4 I asphalt primer lithe chimney is constructed of masonry or metal to seal the surface and to provide good adhesion to all points where flashing cement will later be applied. Install 26 ga. corrosion resistant metal, or other approved corrosion resistant materials. as base flashing between the chimney and the roof deck, on all sides. Apply the base flashing to the low side of the chimney first. Bend the base Clashing so that the lower section extends at least 4" over the shingles and the upper section extends at least 12" up the vertical face of the chimney. Work the flashing firmly and smoothly into the joint between the shingles and chimney. Set both the roof and chimney overlaps in approved flashing cement placed over,the shingles and on the chimney face. The flashing may be secured against the chimney with one or two naiis to hold it in place until the cement sets. Use metal step flashing for the sides of the chimney, positioning the units in the same manner as flashing on a vertical sidewall. Cut, bend and apply the step flashing around the side of the chimney. Secure each flashing unit to the masonry with approved flashing cement and to the deck with approved nails. Embed the end shingles in each course that overlap the flashing in an 8" bed of approved flashing cement. Place the rear base flashing over the cricket and the high side of the chimney. Apply the high side base flashing by bringing the end shingles in each course up to the cricket and secure in a bed of approved flashing cement. Cap flashings shall be installed over all base flashings. Set the metal cap flashing into the brickwork or exterior siding material. If brick, rake out the mortar joint to a depth of I'/ inches and insert the bent edge of the flashing into the cleared joint. Refill the joint with mortar. Bend the cap flashing down to overlap the base flashing. Use one continuous piece of cap flashing on the low side of the chimney. On the sides and high side of the chimney, use several pieces of similar -sized flashing. trimming each to fit the particular location of brick joint or substrate material. Start the side units at the lowest point and overlap at feast 3 inches. Chimney crickets shall be waterproofed in compliance with options published by the shingle manufacturer. If crickets are formed from wood. or other nailable materials a double layer underlayment shall be applied prior to waterproofing. Apply premanufactured hip and ridge shingle components or cut hip and ridge shingles from manufacturer's shingles, where approved. Lay hip and ridge away from prevailing wind. Insure all fasteners are covered. Exposure shall not exceed 5" unless premanufactured hip and ridge specifically allows for greater exposure. Taper the lap portion of each cap shingle slightly so that it is narrower than the exposed portion. Pratt uloaga. Roofing ans amincr Product Control Division St.S0+== +SO2 .dd00 'IN! INNir Wd GS :2n tie.— •=n—~W LIrnIT,aTIoNS: l Shingles shall be labeled with the Product Acceptance Number noted above. 2. The manufacturer shall provide clearly written application instructions. P duct Control No.: 97- 0317.01 3. Underlayment materials and application shall be in compliance with Chapter 34 of the South Florida Building Code. 4. This is a general application procedure for asphalt and modified asphalt shingles. Manufacturers may place additional requirements upon roof system installations in the South Florida Building Code jurisdiction for warranty purposes. Consult manufacturer's application instructions before System installation. 5. Exposure and course layout shall be in compliance with Detail 'A' , attached. 6. Nailing shall be in compliance with Detail 'B', attached. 7. System shall not be installed at slopes less than 2":1/". 8. Applications for roofing permits must be accompanied by Section 11 of the Uniform Building Permit, clearly indicating the extent of the work to be performed, along with current manufacturer's !specifications and details. In addition. a copy of this approval shall be attached to the permit application. Reference shall be made to all appropriate data for the required fire rating. Page 17 of 20 Frank Luloaga, Roofing Plans Examiner Product Control Division —• 1st Course v/Shingles —*` 6' 2nd Course o/Shingles 3rd Course of Shines , 0 • DETAIL A • � 5 ' Page I S of 20 Product Control No.: 97-0317O1 Drip Edge rank Zuloaga, Roofing Plans xamincr Product Control "~ 1 C. H" 1 6i • cl • DETAIL B 12' 1 1 1. le 1 1. 1 1 . Page 19 of 20 Product Controi No.: 97-031-7.01 — 5 ecsue — oaga, Roo tn arniner Product Control Division StG0+2+GO'-= d'a00 �N1IHNflS Wd 8G:20 86-20—W Product Control No.: 97- 0317.01 G.A F. Materials Corp. ACCEPTANCE NO.: 97- 0317.01 136 ( Alps Road APPROVED April 1997 Wa N.J. 07470 EXPIRES April 22, 2000 • NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Metro -Dade County Product Control Approved ", or as spe cifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) , The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office, 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process: b) Misuse of :his Acceptance as an endorsement of any product, for sales, advertising or any ; other purposes. 6 The Notice of .Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 Acopy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 20. END OF THIS ACCEPTANCE Page 20 of 20 • Fr`"�oaga, Roo in " ^miner Product Control Division u� , _J N1.1 Date 4 -1 1 i Job Address Legal Description Owner/Lessee / Tenant ') 01 a 19 Owner's Address � 3 ( o Qt. (o) S . Contracting Co. , 1 i2 s C ,fit. CvAlt`c Qualifier D/a-t3 &41 4 S State # 6C 6 U 4 21 Z Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION e - (AL ;76/, v `O l.t- �. .n 6 Square Ft. 6 4, 0 U 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-do er and/or Condo President Date :Notary My; Co : Ys ' . BHERYLDYANNE HILLIARD N!Y c MM SSION # CC 505517 •EXPIRES: October 25, 1999 Y �PF;n ,. • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE (3( 105,41 s1. 0 -a ® ; 1 1 Aar to O ; / r and/or Condo President Date ssfi�n irxpires�, FEES: PERMIT viol RADON Li APPROVED: Zoning Mechanical Plumbing Engineering Building Tax Folio Historically Designated: Yes No Address Master Permit # ( 6 Phone ss# ?\ Estimated Cost (value) /1Soor G Sign Not r or Owner- Builder o xpires: OFFICIAL NOTARY S .L SEYMOUR SCHU.EM.SON NOTARY PUBLIC STATE O� RI IDA COMMISSION NO. LMY COMMIS�ILI EX P. MAY 2 201 uilder Date 7 % 7 9 as to Contrac M Commissi C.C.F. 111- S106 NOTARY Electrical ate �!p '3DeN TOTAL DUE 9 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: 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder 4. Contractor's name and address: S. Surety:(Payment bond required by owner from contra: tor, if any)q �, Name and address: �r� ,` °r�e 1 ) Amount of bond S d (^- 6. Lender's name and address, 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be erved as provided by Section 713.13(1)(a)7.. Fiorida 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: tt p Signature 01 Owner �--� Print Owners Name Notary Public Print Notary's Name NOTICE OF COMMENCEMENT 4/6-1 f t f (4\,) e v i riJ� p - o ►i A J l ( 9�e !C a I S I tud k Aft C 44 , (RIA Sworn to aild'subscribed before me this '1 ' day of Aria L GC, N.4. MI ST lt1t 521-4. '!• a p 7) lht 1I t Pleb My Commission Expires: Qt , 99R 178976 1999 APR 07 13 :53 't E CF FL ,.53.n , r'rlUn'TY r1F DADE x <. L HERE3S' CERTIFY That this is a S(L`,scpy of tho original filed in this office on 1 r y of I A C i9� WETNESS n r h::nd cnd Ofbcial Soci. HARVEY RUUVIO CHERYL DYANNE HILLIARD MY COMMISSION if CC 505517 EXPIRES: October 25, 1999 Prepared by: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) ofCirc.!, andCountyCourts D.C. Address: 94 S P,). ' 1"6 9 -1i t /M-fl 1 PL,'- t P MIAMI SHORES VILLAGE HISTORIC PRESERVATION BOARD APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS NAME(S) OF APPLICANT(S): (NOTE: IF THE APPLICANT IS A PERSON OTHER THAN THE OWNER(S) . EVIDENCE OF THAT PERSON'S AUTHORITY AS AGENT MUST BE ATTACHED TO THE APPLICATION.) FORM : MSHP &COA (adopted 4/95) PAGE 1 OF 3 please tvpe or print clearly NAME OF PROPERTY (if applicable) : ? /jr o H o trp. ADDRESS OF PROPERTY: 1310 N J 1 t)ISt 5'. Bryon — 11- ,nmA5 TELEPHONE OF APPLICANT(S): (305) 56 4 707fW) (305) _/_5__1_,31„ [ )) ADDRESS OF APPLICANT(S): (if different than address of property) PRESENT USE OF PROPERTY: P r i mAry +I ornO, CLASSIFICATION OF WORK FOR WHICH CERTIFICATE IS DESIRED: (circle the letter next to the appropriate classification) MAINTENANCE OR REPAIR: The act or process of applying measures to sustain the existing font integrity and material of a building or structure and the existing form or vegetative cover of a site. It may include initial stabilization work where necessary, as well as on -going maintenance and repair. Samples of material must be submitted with the Application. RESTORATION: The process of accurately recovering the form and details of a property and its setting as it appeared at a particular period of time by means of the removal of later work or by the replacement of missing earlier work. All applications for restoration shall include site plans (if required by the Building Permit). a statement with bibliography historically justifying the work and any additional photos or information to support the proposed work. C. REHABILITATION: The process of returning a property to a state of utility through repair or alteration which makes possible an efficient contemporary use while preserving those portions or features of the property which are significant to its historical, architectural and cultural values. All applications for rehabilitation shall include: site plans (if required by Building Permit), and any other supplementary information, such as drawings, that will support the proposed project. D. DEMOLITION: The process of destroying or tearing down a building or structure or a part thereof. or the process of removing or destroying an archeological site or a part thereof. The applicant shall include a report explaining why the proposed action should occur. If this action is to occur for reasons of financial hardship, all pertinent financial data should be included pertaining to the cost of preservation. demolition and new construction. Any other material pertinent to the application is also encouraged as supplementary information. E. NEW CONSTRUCTION: The process of constructing a building or structure that has never existed at that location. Applications shall include : a site plan, elevations, floor plan and/or landscape plan. sk 4 DESCRIPTION OF THE PROPOSED PROJECT (Explain what changes will be made and how they will be accomplished - use continuation sheet if necessary - all applications shall be accompanied by at least one 3" x 5" photograph of the property): Re- root 1 -souse, With hbra- m akr(P) Af+&z.twno) prov■dea byy A ravA,s amp Aroytlle,s t� r ov' V e,A G ?X f.?it ai Ls � l,e, � �P G 1 b14 cow. I l k A,• � y� e �P SIGNATURE OF APPLICANT(S): SIGNATURE OF OWNER(S): 3. DENIED FORM : MSHPB.COA (adopted 1/95) PAGE 2 OF 3 CERTIFICATION I (WE) CERTIFY TO THE BEST OF MY (OUR) KNOWLEDGE AND BELIEF THAT ALL INFORMATION IN THIS APPLICATION AND ITS ATTACI- EMENTS IS TRUE AND CORRECT: FOR BOARD USE ONLY • APPLICATION DATE (date application received by Secretary of the Board): DECIS.I I OF THE BOARD (circle the appropriate number): PROVED 2. APPROVED WITH CONDITIONS (set forth conditions below): DATE: 3-,95-11 DATE: DATE: DATE: titS19 .P,00 T1 \e., Contractor's Name: ROOF CATEGORY ❑ (Nail -On Tile) LEI (Mortar - Adhesive Set Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) El (Other) � ROOF TYPE ''i New Roof f ` e- roofing ❑ Recovering ❑ Repair ❑ Maintenance ❑ (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) Flat Roof Area (ft Sloped Roof Area (ft t4 -013 Total (ft 1 401..) Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): Ft. Ft. V V A Deck type: Fastener Type: Field: ATTAC11MENT SPACING Perimeter: Corner: 123.07 -78 9/96 DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Job Address: ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Page -1 t 'L N4 l0iSf Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ve 1 it lion? ��1 Deck type: MEAN HEIGHT t 41/ I to Underlayme nt: Insulation: 12" It()()Y SLOPE D E 1' A I L 3 SLOPED SYSTEM DESCRIPTION Fastener type & spacing: Cap Sheet: 0 J ►4k Stktw)C Root Covering :r M 1,4 14 Drip edge: An. ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals (Pmaxl: x X (Aerodynamic Multiplier): (Pntax2: x a, ( Aerodynamic Multiplier): (Pinax3: x a (Aerodynamic Multiplier): ) - TILE CALCULATIONS PCA: PCA: PCA: ) - M = M Page -2 II . MEMO-DADE :11 PRODUCT CONTROL NOTICE OF ACCEPTANCE Artesanos, Ltda. Avenia 0 No. 8A -22 El Salado, Colombia Your application for Product Approval of: Artesanos, Ltda., Mortar Set, Clay "2 Piece Handmade Tapered Mission Barred Tile" Roofing Tile, under Chapter 8 of the Miami -Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Testwell Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -9 and the standard conditions on page 10. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 98- 0408.02 Renews: 95- 0317.11 EXPIRES: 05/14/01 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Miami -Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. APPROVED: 05/14/98 1 Internet mall address: postmaster @buildingcodeonline.com METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 aul Rodri:uez Product Control Supervisor Charles Danger, P.E. Director Building Code Compliance Dept. Miami -Dade County • Homepage: http : / /www.buildingcodeonline.com ARTESANOS, LTDA. Product Control No.: 98- 0402.02 Applicant: Artezanos, Ltda. Avenia 0 No. 8A -22 El Salado, Colombia Category: Prepared Roofing Sub - Category: Tile Type: Mortar Set/Uplift based Sub -Type: Clay PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Page 2 of 10 Product Control No.: 98 0408.02. Approval Date: May 14, 1998 Expiration Date: May 14, 2001 Fran Zuloaga, RRC Roofing Product Control Examiner t' • ARTESANOS, LTDA. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product 2 Piecce Handmade Tapered Mission Barrel Tile Trim Pieces Dimensions 1 =17" w = 7" ' /_" thick 1= varies w = varies varying thickness Product Control No.: 98- 0402.02 Test Product Specifications Description ASTM C 1167 High profile, two piece, barrel, clay roof tile. For direct deck mortar set applications. ASTM C 1167 Page 3 of 10 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Frank Zuloaga, RRC Roofing Product Control Examiner ' ARTESANOS, LTDA. Product Control No.: 98- 0402.02 TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Test Product Product Dimensions Specifications Description Manufacturer Roof Tile Mortar N/A PA 123 Prepared mortar Bermuda Roof ' ( "TileTiteTM ") mix designed for Company, Inc. with mortar set roof tile current PCA applications. Page 4 of 10 ran Zuloaga, RRC Roofing Product Control Examiner ' ARTESANOS, LTDA. Product Control No.: 98- 0402.02 Test Agency Testwell Craig Laboratories & Consultants, Inc. Testwell Craig Laboratories & Consultants, Inc. EVIDENCE SUBMITTED Test Identifier Lab #ABM -4 Lab #ABM -1 Page 5 of 10 Test Name/Report Date Static Uplift Testing January 1995 PA 101 (Mortar Set) Physical Properties ASTM C 1167 November 1994 ran uloaga, RRC Roofing Product Control Examiner ARTESANOS, LTDA. Product Control No.: 98- 0402.02 Roofing Tile: SYSTEMS Deck Type: Wood, Non - insulated Deck Description: New Construction 19/32 " or greater plywood or wood plank. SYSTEM D: Mortar Set Application Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. Underlayment: Install choice of Approved underlayment system, noted on Page 1 of Miami - Dade County Protocol PA 120, In compliance with Secton 3.02 of PA 120. See System Limitation #6. Install tile in compliance with PA 120 using one of the Approved mortars noted in this Approval. Mortar shall be applied in compliance with the mortar manufacturer's Roofing Component Product Control Approval. The mortar attachment shall provided sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The mortar attachment data is noted in Table 2, attached. Comments: 1. For re -roof applications, 15 /32" plywood is an acceptable substrate 2. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. Wire mesh with square openings of not less than 3/8" which is mechanically attached to the deck with not less than one roofing nail every 1 ft . For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile.. Page 6 of 10 Frank Zuloaga, RRC Roofing Product Control Examiner ' ARTESANOS, LTDA. Product Control No.: 98- 0402.02 SYSTEM LIMITATIONS 1. The standard minimum roof pitch for Artesanos, Ltda. "2 Piece Handmade Tappered Mission Barrel Tile" shall comply with Dade County Application Standards PA 120, depending on the method of installation. 2. For nail - on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance to meet or exceed the required resistance determined in compliance with Dade County Protocol PA 115 or PA 127. Artesanos, Ltda. "2 Piece Handmade Tappered Mission Barrel Tile" profile has been tested for static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a Uplift Based System'. 4. For mortar /adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be performed. 5. For tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Section I1 of the Uniform Building Permit, a copy of Monier Lifetile's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 8. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'. Page 7 of 10 Frank Zuloaga, RRC Roofing Product Control Examiner Table 2: Minimum Characteristic Resistnce Load — F' (lbf) From PA 101 testing TileProfile Tile Profile Tile Application Attachment Resistance 2 Piece Handmade Tapered Mission Barrel Tile Mortar Set 1.42 78.90 Table 1: Average Weight (W) and Demensions (I x w ) From PA 101 Testing TileProfile Weight -W (lbf) Length -I (ft) Width -w (ft) 2 Piece Handmade Tapered Mission Barrel Tile 4.90 1.42 0.58 ARTESANOS, LTDA. DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 98- 0402.02 Page 8 of 10 Frank Zuloaga, RRC Roofing Product Control Examiner - ARTESANOS, LTDA. ARTESANOS, LTDA. " 2 PIECE HANDMADE TAPERED MISSION BARREL TILE Nom � 4. �� * O 0* O L o wt 3 PROFILE DRAWINGS 3 ° L Page 9 of 10 18" The Tiles Shall be Identified by This Stamp ARTEZANO'S WORLD CLASS ARTEZANO'S INC. (305) 595 -9352 Made in El Salado, Colombia. Product Control No.: 98- 0402.02 7 " ...M3/8" Fran Zuloaga, RRC Roofing Product Control Examiner • ARTESANOS, LTDA. Artesanos, Ltda. Avenia 0 No. 8A -22 El Salado, Colombia NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved;c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety.. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer.. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, through 10 this last page. END OF THIS APPROVAL Page 10 of 10 Product Control No.: 98- 0402.02 ACCEPTANCE NO.: 98- 0408.02 APPROVED : May 14, 1998 EXPIRES : May 14, 2001 Frank Zuloaga, RRC Roofing Product Control Examiner MIAMI SHORES VILLAGE HISTORIC PRESERVATION BOARD APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS NAME OF PROPERTY (if applicable) : NAME(S) OF APPLICANT(S): (NOTE: IF THE APPLICANT IS A PERSON OTHER THAN THE OWNER(S). EVIDENCE OF THAT PERSON'S AUTHORITY AS AGENT MUST BE ATTACHED TO THE APPLICATION.) please type or print clearly ADDRESS OF PROPERTY: t 3 L a I of 5i s- Brio n c�mCt3 TELEPHONE OF APPLICANT(S): (305) 754 — 1.31 LL+) (305) 5 to q— 4 707 (tu) ADDRESS OF APPLICANT(S): (if different than address of property) PRESENT USE OF PROPERTY: Ir ; mq r\/ RP, S I en ('. P CLASSIFICATION OF WORK FOR WHICH CERTIFICATE IS DESIRED: (circle the letter next to the appropriate classification) MAINTENANCE OR REPAIR: The act or process of applying measures to sustain the existing form integrity and material of a building or structure and the existing form or vegetative cover of a site. It may include initial stabilization work. where necessary, as well as on -going maintenance and repair. Samples of material must be submitted with the Application. B. RESTORATION: The process of accurately recovering the form and details of a property and its setting as it appeared at a particular period of time by means of the removal of later work or by the replacement of missing earlier work. All applications for restoration shall include site plans (if required by the Building Permit). a statement with bibliography historically justifying the work, and any additional photos or information to support the proposed work. C. REHABILITATION: The process of returning a property to a state of utility through repair or alteration which makes possible an efficient contemporary use while preserving those portions or features of the property which are significant to its historical, architectural and cultural values. All applications for rehabilitation shall include: site plans (if required by Building Permit), and any other supplementary information, such as drawings, that will support the proposed project. D. DEMOLITION: The process of destroying or tearing down a building or structure or a part thereof, or the process of removing or destroying an archeological site or a part thereof. The applicant shall include a report explaining why the proposed action should occur. If this action is to occur for reasons of financial hardship, all pertinent financial data should be included pertaining to the cost of preservation, demolition and new construction. Any other material pertinent to the application is also encouraged as supplementary information. E. NEW CONSTRUCTION: The process of constructing a building or structure that has never existed at that location. Applications shall include : a site plan, elevations, floor plan and/or landscape plan. FORM : MSHPB.COA (adopted 4/95) PAGE t OF 3 r G V 4roin DESCRIPTION OF THE PROPOSED PROJECT (Explain what changes will be made and how they will be accomplished - use continuation sheet if necessary - all applications shall be accompanied by at least one 3" x 5" photograph of the property): 1 1 • R.,_ roc (XctrOl e- as v ex ex 5Ti t1Q s\- ;% n i t s I \ Qs f!, /,O \ 'r as ��a1 1 J o 1 v � w naoW itt61n alb ch) -�o mlt*CAN �v►1 t)'1�� "For e� yr osos / i �� Covp��' O S - +\'`a l' I ank. b oir b2CUo, All t uorl` - - o be. eon & b y A Fl or 1 d Dc, \ t C Se c.orth-A x"06+ I (WE) CERTIFY TO THE BEST OF MY (OUR) KNOWLEDGE AND BELIEF THAT ALL INFORMATION IN THIS APPLICATION AND ITS ATTACHMENTS IS TRUE AND CORRECT: SIGNATURE OF APPLICANT(S): SIGNATURE OF OWNER(S): 1. APPROVED FORM : MSHPB.COA (adopted 4/95) PAGE 2 OF 3 CERTIFICATION FOR BOARD USE ONLY APPLICATION DATE (date application received by Secretary of the Board): DECISION OF THE BOARD (circle the appropriate number): PROVED WITH CONDITIONS (set forth,conditions below): 0 O.:1 e, 0 vz\e , f t. t1e, eAttflor es '` I fl tc_c\csC lv � u��Ot frory �n�1�� ftsr` die. ENIED — 01 SIGNATURE OF CHAIRMAN: DATE: 7 I qq$ DATE: DATE: 0 c : b DATE: t /Z I c g 4/1-4 c Pol 1(01 S Ro Un b ° C ot cc/ I d o b r °cif See_ alet61-Nee 1 6 - PA - - Fr cm) n-uf o %\€, Govn -ei i oFS �� D,m�, n b 6qurbe ,ve 2# A p O aC)VIQ, Sawr Soj'h L &t\ (tile -y) ® (AYinOol) — 1 - o be, "Vd wr ConCf *Q b\c i\- 4 or sec,vr ' y r o st b bIo ,k i 1 6 s+u c coy y� r, p p s. � �r ��"� � w l � m G\ r.e. 0* h 0 v5P- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other stricture 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._ Registered Architect and /or Engineer Name and address of licensed contracto be sent to____ Disapproved /' �j (Signed) 14 - -i ss. MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT dade RV, _Nethal Location and legal description of lot to be built on: Lot Block Subdivision._ Street and Number where work is to be done l3 6 s6 /0 State work t be done and pu ose of b it ing *by fl rs)_ - - -L� at � � �f� O'r New Building Remodeling BUILDING INSPECTION DEPARTMENT x)gr/L To be constructed of Kind of foundation Estimated Total cost of improvements $ Zone cubage required Distance to next nearest Maximum live load to be I hereby s bmit all R$gi Covering Amount of Permit $... _ Plan Cubage building Size of Building Lot borne by each floor e plans, nd specifications for said building. All notices with reference to the building and its construction may </ Date 9242 O 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, Pennanent 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 wor . -. ch public notice or notices as are required by the Act. The undersigned agrees to employ only such su ntr:cto on 'rk be p j ed under this permit, as are licensed by Miami Shores Village. Remarks (Signed). STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally 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. Permit No / 7 37o 2.4.--7r Date No. Addition Repairs Street 4 to me well known, Read, Sworn to and Subscribed before me. and for no other purpose. No of Stories /0/ Date Notary Public, State of Florida Building Inspecto Commission Expires ANNING BOARD DATE Chairman a Member Member. - • Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty • materials and/or workmanship. Member Member Member •f, r • ` C tip. '.`c 1 .. This is to Certify, that policies in the name of NAMED I INSURED Kemp & Guest Roofing Company, and • P. 0. Box 374 • ADDRESS, Hialeah, Florida 33011, . are in force at the date hereof, as follows: Inc.: • KIND OF :INSURANCE WORKMEN'S COMPENSATION AND EMPLOYERS' LIABILITY POLICY NUMBER 8 - 123 . POLICY PERIOD Eff. 1 -1 -75 Exp .'1_i..76 COMPREHENSIVE GENERAL LIABILITY l 4. irrieteIt. GLA-19121 `. MANUFACTURERS' AND , CONTRACTORS' LIABILITY OWNERS', LANDLORDS' AND TENANTS' LIABILITY 'GLA- 19121 CONTRACTUAL LIABILITY . `�• AUTOMOBILE LIABILITY ❑ Owned Automobiles ❑ Hired Automobiles ❑ Non -Owned Automobiles GLA -19121 UL -18410 COMPREHENSIVE AUTO- MOBILE LIABILITY OTHER: Excess /1/75 CERTIFICATE ISSUED TO: NAME and ADDRESS Eff. 7/1/74 Exp. 7 Eff, Exp. Eff. • Exp. Eff. y/1/74 Exp. 7/1/75 Eff, Exp. Eff. 7/1/74 Exp. n 75 Eff. 7/1/74 `. Exp• 7/1/77 Oated: Name of Company: i BODILY INJURY .300 , 000 Each occurrence $ 300 -, 000 Aggregate $ 000 Each occ•irrenu: $ . , 000 Each occur .r .: $ • • 300 , 000 Eaen occurrerc4: LIMITS $i each occurrence $1,040,000_.ag;regatle tAggregate not applicable if Owners, Landlords' and Tenants' Liability Insurance excl,,ces so.. aural alteration:, new construction and demolition. Cotton States THIS CERTIFICATE OF INSURANCE NEITHER AFFIRMATIVELY NOR NEGATIVELY AMENDS, EXTENDS OR ALTERS THE COVERAGE AFFORDED BY ANY POLICY DESCRIBED HEREIN. Workmen's Compensation Ins. • STATUTORY .. Employers', Liability Ins. PROPERTY DAMAGE 100 , 000 Each occurrence 300, G00 Aggregate , 000 Each occurrence flUO Aggregate __.._ 000 Each occurrence. , COO Aggregate 1 100.000 Each occurrence 340,_000 Aggregate .0001,,cr, person .$ ,000 EachoLL,, re: ice . : opt, rah JLc..ifience $ 100 , Ot'' h person $ 50, r'Ou Each occurrence $ _Q9 000 Each occurrence In the event of any material change i n , or cancellation of, said policies. the .'':i ' , ::ed company r „il e;;cleavor to :;ive mitten notice to the party to whom this certificate is issued, but failure to give such notice shall impose no obligation nor,.;4:,irty ..pon the company.. 7./1/74 utual Insurance Co. AUTHURIZFJ REPRESrNtATIVE Risk Management, Inc. P. 0. ISox 20654 Orlando, Florida 32814 V at/ Na4 & Spam ,Inc. 3731 SW. 47th Avenue, Suite #401, Davie, Florida 33314 Ph: (954) 584 -4475 Fax: (954) 584 -3887 TESTING ENGINEERS • CONCRETE • SOIL • ASBESTOS • STEEL • ASPHALT • ROOFING • ENVIRONMENTAL AUDIT Client: Arguelles & Arguelles 9455 S. W. 78th Street Miami, Florida 33173 Att. Mr. Daniel Arguelles Date: 6/4/99 Lab #: ABM -89 Project: 136 N.E. 101st Street Tech. R. Binns Miami Shores, Florida Permit # Tile /Manufac r: Artezanos, Barrel Test Required: South Florida Building Code Protocol PA 106 -95 CERTIFICATE OF TEST AND ANALYSIS Project Description Approximately 14 squares of roof tile had been installed on the pitched roof area of the above listed structure. Tile Description The tiles were a mortar set, clay, barrel, roof tile manufactured by Artezanos, product control approval # 98- 0408.02. Test Procedure The roof was first examined for loose tile by hand lifting forty one (41) field tiles and fifty nine (59) corner and perimeter tiles. Forty five(45) single tiles, were randomly selected and tested. Twenty five (25) tests were conducted in the field area, ten(10) in the perimeter area, and ten (10) in the corner areas. The single tiles were subjected to a concentrated uplift force measured with a manually operated, Chatillon mechanical dial push /pull gauge, series DPPH. The gauge was connected to a steel "L" shaped angle that was inserted under the nose of the tile and gradually pulled upward until reaching the required test pressure of 35 lbs. +/- 5 lbs. As the load was applied, observations for failure of the component and the attachment, if any, were recorded. Tests were performed in respective order as illustrated on the attached sketch. ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Client: Arguelles &Arguelles Project: 136 N.E. 101st Street Miami Shores, Florida Completion Date: > 30 days as per client Required Testing Force: 35.0 ± 5 lbf. Comments: The above listed test meets the South Florida Building Code, Protocol PA 106 -95 static uplift test criteria. The Protocol PA 106 -95 test reported in report No. ABM -89 has been performed in full accordance to the requirements of Dade County, with no deviations. Date: 6/4/99 Tech. R. Binns Lab #: ABM -89 Rahimuddin Rahimi, P.E. Reg. State of Florida # 51484 Field Field Field Perimeter Corner 1. pass 19. pass 1. pass 1. pass 2. pass 20. pass 2. pass 2. pass 3. pass 21. pass 3. pass 3. pass 4. pass ' 22. 22. pass 4. pass 4. pass 5. pass pass 5. pass 5. pass 6. pass 23. pass 6. pass 6. pass 7. pass 24. pass 7. pass 7. pass 8. pass 25. pass 8. pass 8. pass 9. pass 9. pass 9. pass 10. pass 10. pass 10. pass 11. pass 12. pass 13. pass 14. pass 15. pass 16. pass 17. pass 18. pass ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Client: Arguelles &Arguelles Project: 136 N.E. 101st Street Miami Shores, Florida Completion Date: > 30 days as per client Required Testing Force: 35.0 ± 5 lbf. Comments: The above listed test meets the South Florida Building Code, Protocol PA 106 -95 static uplift test criteria. The Protocol PA 106 -95 test reported in report No. ABM -89 has been performed in full accordance to the requirements of Dade County, with no deviations. Date: 6/4/99 Tech. R. Binns Lab #: ABM -89 Rahimuddin Rahimi, P.E. Reg. State of Florida # 51484 ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Client: Arguelles & Arguelles Project: 6020 North Bay Road Miami Beach, Florida Permit #: 44516 1 4. 1 ; t 1 . 1 I I i i ... ......... I.............. T 1 I t I \ • i I 1 ............_ i ............. I.............. ;............_t...... ... ....., I , I i i ; I j • l i • 1 t .. 19 X25 6cx X i X I 1 X 10 1 24 ! I G 1 Date: 6/4/99 Tech. R. Binns Lab #: ABM -89 1 I• • 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 budding during progress of the work. MIAMI SHORES VILLAGE 3;/,/,7 Date Date _ NAB Owner's Name and Address. fir✓Y. .l =l �4�, , .: _ ,,, &fit ,.,1 :=1::2=2 • : s , Registered Architect and /or Engineer�lC. __ Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done /-.,7 ,�.Q /` State work to be done and purpose of building (by floors) and for no other purpose. New Building Remodeling Addition Repairs L/ No. of Stories J To be constructed of Kin f foundation ,.hoof, �9vering.r3.d.� Estimated Total cost of improvements S'' 27 042, Amount of Permit - 1 Zone cubage required g q flan 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 su ntractors, on work to be perfo ed under this permit, as are licensed by Miami Shores Village. Remarks (Signed)../ . Date CZ Building Inspector .7.= /7- / STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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 tru Permit No . ' ✓ f J Disapproved (Signed) Read, Sworn to and Subscribed before me. to me well known, Notary Public, State of Florida My Commission Expires PLANNI :OARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. • A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regula- tions of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address gi___!_/ {//___E_i.t t- T T Registered Architect and /or Engineer_—___ Name and address of licensed contractor Location and legal description of lot to be built on: Lot__ Street and Number where work is to be done t' State work to be done and purpose // of buildin floors I � "' � A � i J& / i ! / ` I PIE / Remodeling Kind of foundation 6 CO Estimated Total cost of improvements $_ —! 0 —___ —_ ____ —_ . 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 for said building. All notices with reference to the building and its construction may be sent to New Building —. To be constructed of STATE OF FLORIDA, COUNTY OF DADE. 1 se. Before me, the undersigned appeared Permit No.___________ ___-- ____—___ Date Disapproved _— Date_ (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Block__ bd Date______ // -------- __ —_ -� 19 No. Street_eL /L g i) Al /' / 'j/ib . 44 Iv -r Addition Repairs gyp. Roof Covering__ _C!__g $ • The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement. and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit: and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) _ 1 W 4y t _and for no other purpose. No. of Stories____________ authority,, a notary public, duly authorized to administer oaths and take acknowledgments, personally and who, being by me first duly sw. /upon oath deposes and says • he is the - - -1 Z - . of the above described constructiot that he has carefully read the fdregoing application, and tlWhe did sign the same, and that all facts therein by him stated are true. Building Inspector Read, Sworn t. a d S bscribed before Vie. Notary Public, State o Flo 'da 414 f i My Commission Expires____ PLANNING BOARD DATE Chairman Member Member Member Member Member r Council Approved— Date Disapproved to me well known, _Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or vroikmanship. Owner's Name and Address__ (Al Registered Architect and /or Engineer Name and address of licensed contractor New Building ____ Remodeling To be constructed of____________________ Kind of foundation ®,, Estimated Total cost of improvements $_ Zone cubage required --_ Distance to next nearest building STATE OF FLORIDA, COUNTY OF DADE. Permit No Disapproved — _—_— ________________ Date (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regula- tions of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Location and legal description of lot to be built on: Lot______— _____ —__ Block____ — ___— _______ Subdivision Street and Number where work is to be done______________ - �1 State work to be done and purpose of building (by floors) Tt o.. fF PA 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 permit, as are licensed by Miami Shores Village. Remarks _and for no other purpose. Addition Repairs No. of Stories Roof Covering Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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. Date Read, Sworn to and Subscribed before me. — ____Amount of Permit $ --Plan Cubage Size of Building Lot { f (Signed) ! 1 ! 1 r¢ cr 0 7 74- fRo, Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member - Date_1�l °— \ 194 _-- Street — 114______. Notary Public, State of Florida Member Member Member Member — Council Approved___- Date Disapproved to me well known, • --Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regula- tions of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. - - Dat e,- �— - �ii Owner's Name and Address �__ __ a '� Street-_____. Registered Architect and /or Engineer_______ — — ___________ _ _ —___ _ �_ —___ \ Name and address of licensed contractor Location and legal description of lot to be built on: Lot_______— ___________ —_ Block —_ ____ Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors) i f and for no other purpose. New Building Remodeling Addition______________ Repairs No. of Stories__ —__ To be constructed of________— Kind of foundation Roof Coveting_ " ± _ ? + I Estimated Total cost of improvements _____ __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 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 permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared L- ti' • and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he bas carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.__ Date Read, Sworn to and Subscribed before me. , Disapproved — — _____________ Date_ ^ - (Signed) Building Inspector Notary Public, State of Florida / ' My Commission Expires -• PLANNING BOARD DATE Chairman Member _ Member Member _ Member Member Council Approved— Date Disapproved to me well known. _Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. New Building To be constructed of Permit No Disapproved -- _________ ____ Date (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regula- tions of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date__' Owner's Name and Address ' : V Registered Architect and /or Engineer_____ Name and address of licensed contractor Location and legal description of lot to be built on: Block________ —_ Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors) (No _____ --- _ —�_�_ _and for no other purpose. Remodeling __ Addition Repairs No. of Stories_____ Kind of foundation _ Roof Estimated Total cost of improvements $___ ___;___________________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 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 permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared and who, being by me first duly sworn, upon oath deposes and says that he is the_ 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. Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved ______Date Disapproved • to me well known, ___Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. BUILDING ELECTRICAL PLUMBING Work to be performed under this Permit Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot • r MIAMI SHORES VILLAGE, FLORIDA PERMIT N9 3257 Bl. Subdi- vision Value of Project DATE 1 94k (41 . t;.> Contractor's License No. W. Amt. of Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the stateme ts,or specifications and that he assumes responsibility for work done by his agents, servants or employees. �- �� .fr Signed INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regula- tions pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY