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RF-01-22-78Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 9402 NW 2ND CT, Miami Shores, FL 33150 1131010150130 Contacts SERGIO CARMONA Owner SOZA ROOFING, CORP. Contractor 9402 NW 2 CT, MIAMI SHORES, FL 33150 RONALD SMITH Other: 3057519697 8131 NW 74 AVE, MEDLEY, FL 33018 Description: RE -ROOF METAL PACIFIC BLUE Valuation: $ 10,549.00 Inspection Requests 305 7��,4949 Total Sq Feet: 1,507.00 Fees Amount Application Fee - Other $50.00 CCF $6.60 DBPR Fee $4.13 DCA Fee $2.75 Education Surcharge $2.20 Planning and Zoning Review Fee $35.00 Roofing Fee $225.00 Scanning Fee (Manual) $12.00 Technology Fee $6.88 Total: $344.56 Payments Date Paid Amt Paid Total Fees $344.56 Check # 1909 01/12/2022 $50.00 Check # 13726 01/20/2022 $294.56 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accur Med that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above name cctor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Date January 20, 2022 Page 2 of 2 Miami Shores Village Int-z-soT-7, Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 SQP► Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC F ROOFING � � M � T � [ III LAN 12 zozr -q 7-41 JIBC 202,0 �-1 Master Permit No�" 6 49 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �% CONTRACTOR DRAWINGS IiLJ Nt JOB ADDRESS: " �� C vv�7 City: Miami Shores County: Miami Dade Zip: 3 3 /y u/7 Folio/Parcel#:v \-31c1 ' Cj���-��3(' Is the Building Historically Designated: Yes NO C Occupancy Type: Load: Construction Type: QA.Q-Wf'Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): S(`C�� (/2� `'"� Phone#: Address:, q Lf 0 z IJ WC"Ova City: /" ` to-A41 ,S gc�C,S State: /' L Zip: 3 3 Tenant/Lessee Name: Email: S14F—A40'vA i 4i1-. C-,,�,M hone#: s CONTRACTOR: Company Name: 69" QOO� '" 5, W'tP P one#: Address: (3 6l "tom -7 Ll m-4 City: JYIQ Qualifier Name: te: r—1 -6 So 9 '� Zip: Phone#: 3 o5E d3 -(p?-ZS State Certification or Registration #: CCL ( 33J ?j O Certificate of Competency #: DESIGNER: Architect/Engineer: Address City: hone#: te: Zip: Value of Work for this Permit: $ 1 J "l C1 Square/Linear Footage of Work: Type of Work: El Addition ❑ Alteration El New Repair/Replace ❑ Demolition Description of Work: R:�Q00(- W61 Pxa&ep . Specify color of color thru the:fkle Submittal Fee $,� • �) • Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ _ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ .251 1 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 reinspItion fee will be charged. VAS gnatu ER or AGENT The foregoing instrument was acknowledged before me this day of 26-L-7-- by cow-M&Aq who is personally known to Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of d//l I' 20 22 by 7M Tho is personally known to me or who has produced•s=' "-'t` s me or who has produced -- — --- -- --- — of - 0 - identification and who di Rkei In oatl �Y COMMISSION ItGG 165911 identification and who did e r oathVY COMMISSION 11 CG 165911 EXPIRES: April 6, 2022 i E'WES n 2020 NOTARY PUBLIC:[3ondedThruNotaryPublicUndenvriters NOTARY PUBLIC: - n c d ,o ry 1 r Sign:Sign: ( Print: -A r� QIX` (� 0,9L � Print: �/ d-., Seal Seal: APPROVED BY r "`- Plans Examiner oning Structural Review Clerk (Revised02/24/2014) > in mX 0 0 m to (n CL i � O t ..... .. ... . .. Efl GG w CD 110 rj co C) T 0) --4 rl) 01), C) N) (o m cn CD -ri O m I W M(.nc)N) w i t, i -I CD CS) N) CD cn (.n (D CD 69 f-e CO W 41 -4 0-) cn M (D E > C: 2] 0 0 OU K 0 j 'o -n CD > C 0 WLn i (M co :3 CD CD I cn r CD N CD > ca CL CD3 CL cn CL Es N (D (n CD (A CD al N) CD w .......... . tj 0 (D (D CD 01 m CD (D o rQ m o w (o o > o(D CD N) 0 -n (D c D E No C) cn cn I ro 41 cn j x a) X 0 m X (D CD x N3S (D x ox x (D N3 N3 X (D 3 0a 0E 0 ZF < 3' RL 6' 0 CU < cE (D N (D (D (D E (D j z CD E (D CD -h .. . ......... ........... ............. . 91 Lrl f, P A 01 CD N) 1A �D ul OC) C) C) (D OD C) 0 C) OD 0 co CD 0 (D CD . . .......... ... 0 0 0 N) 0 ACn 69 'm r\) cn CD CD C) C) N) o CD ...... ... . N C) i CD E (D rj CD 0 C) C) CD Cl) E CTI Cl) cn oo a CD O CD i cs) j (01 rrl Coll) Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERS' PANT TO SECTION—' ` 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2r,d Ave Miami Shores, FI 33138 Re: Owner's Name: Date: �� �jd2�. Property Address: Clgo-L NW 2C_�- Roofing Permit Number: Dear Building Official: certify that I am not required to retrofit the roof to wall connections of my building because: sThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) S�RG,v C�i�a�A Signature State of Florida, Miami Dade County arc b (u �rN1 on � Print Name The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this /O d �_ 20Z2 PeY ruo . DESREE DEL CA TIL! 0 *� `*_ MY COMMISSION 1t ��G 16591]1, 1 EXPIRES: April 2022 Notary Public, State of Florida at Larg'e�� (`� _ _ Bonded Thru Notary Public UirJ•env • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. ApplicationsFor Forms and miShoresVillage N��"g�� Miami Shores Village - BUILDING DEPARTMENT sd� ` 2 s 10050 NE 2 Ave Miami Shores FL ' 33138 Building Dep� t n et t Date I / 795�2204 wwvv.mMvfov .... p®®_®® __. _ " " --- Date rt � e eeeeeo >�}(j to compliance with all F ^ ^ ' ederal, " COI nd County rules and re SECTION R4402.13 ^ it# regulations. ^ ^ ^ ^ r r LOZlLT)LHURRICANE ZONES — REQUIRE01 OW'"!ER'S ^^ NOTIFICATION FOR ROOFING CONSIDERATIONS ^ ^ r r ^rrrr R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofi;lccntr�,c ^^^r, provide the owner with the required roofingg for t� of the section. The provisions of Section R4402egovrern the minimum o explain ore rui requirements owner the content nd standards of the industry for roofing system installations. Additionally, he following a ite should be addressed as part of the agreement between the owner ant the contracto ms owner's initial in the designated space indicates that the item has been explained. r The 1. C_4�1�—_ ._ Aesthetics -Workmanship: the workmanshipprovisions for the purpose of providing that the roof system meets the wind r siistancer and water are instruction performance standards. Aesthetics a ter respect to workmanship provisions(appearance) are not a consideration with . Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be address agreement between the owner and the contractor. CITY 2• Renailing wood decks: When replacing roofing, t may have to be renailed in accordance with the current provisi COd roof deck is usually concealed prior to removing the existing roof system). 4 (T D 3. is Common roofs: Common roofs are those which have no visible delin tion o be ween neighboring units (i.e., townhouses, condominiums, etc.) In buildings wi' common roofs, the roofing contractor and/or owner should notify the occu a f h adjacent units of roofing to be performed, ants nts f (- 4• Exposed Ceiling: Exposed, open beam ceilings are where the underside roof decking can be viewed from below. The owner may wish to maintain the architectural of the appearance; therefore, roofing nail penetration of the underside of the decking may notbeacceptable. This provides the option of maintainingthe appearance. y e p p p 5° Ponding water: The current roof system and/or deck of the building drain well and may cause water to pond (accumulate) in low-lying areas of the roof. may not Pounding can be an indication of structural distress and may require the review of professional structural engineer. Pounding may shorten the life expectancyand a performance of the new roofing system. Pounding conditions may not be evident original roofing system is removed. Pounding conditions should be cor recteduntil the . ._;, Z. Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form Section A (General Information) Master Permit Number: _ Process Number: Contractor's Name: soza Roofing Job Address: 9402 NW 2 Ct ROOF CATEGORY ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof ❑ Mechanically Fastened Tile n Metal Panel/ Shingles ❑ Repair Low Slope Roof Area (ftz) 0 ROOF TYPE ❑ Mortar / Adhesive Set Tile ❑ Wood Shingles / Shakes ❑ Maintenance ❑ Reroofing ROOF SYSTEM INFORMATION Steep Sloped Roof Area (ft2) 1507 ❑ Recovering Total (ft') 1507 Are there gas vents on the roof? 0 Yes 0 No If Yes what type? 0 Natural 0 LPX Is there an existing roof top Solar System? 0 Yes 0 No If yes will it be reinstalled? 0 Yes 0 No Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated oressurP znnPq and Inratinn of nnr-tc SEE ATTACHED DIAGRAM Total Area 1,507 sq ft, with I. I facets 342 85 4-60 38 85 102 322 35 80 212 N E s Note: This diagram shows the square feet of each roof of this page, is based on the non -rounded values of each roof facet (rounded to the nearest square foot after being totaled). PAGE 6 Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form r r ' r r r r c r t Section D (Steep Sloped Roof System) Roof System Manufacturer: Eastcoast metals Product Control Number: 21-1.027.03 Minimum Design Wind Pressures, From Applicable RAS 127 Table or Calculations: Zone1: -74 Zone 2e: -74 Zone2n: -108 Zone 2r: -108 Zone 3e: -108 Zone 3r: -128 Slope Range: Q>_ 2:12 to <_ 4:1.2 Q> 4:12 to <_ 6:12 0> 6:12 to <_ 12:12 Roof Shape: Q All Hip Roof Gable Roof or Partial Gable/Hip Roof Deck Type: 5/8' Plywood Underlayment Type: H30 ASTM D226 type II Roof Slope: 3 ' 12 NA Insulation: Fire Barrier: I Versashield 1------ --- - ------------------ --- — — Ridge Ventilation? Fastener Type & Spacing: 11/4" RS & 1 5/8" TC 6" laps 12" field NA Cap Sheet Type: NA Mean Roof Height: 12 Cap Sheet Attachment: NA Roof Covering: Metal Roof panels Drip Edge Type & Size: 3x3, 24ga, galy W 1 1/4" RS4'OC MIAMI-DADE COUNTY r IAI," CON"YROL'SF,CfION Ll S()S,Sw zb, Stfect, SZoom 20�S DEPARTMENT OF REGULATORY AND ECONOMIC IZESOUIZCES (RER) mian,i, FloridI 33175-2 I BOARD AND CODE ADMINISTRATION DIVISION T (786)3 t 5-2590,E (786) 315-25)T), < < NOTICE OF ACCEPTANCE (NOA) ��� itii�,mic�s►'aE <��ieconokn��, , GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall. not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: VersaShield` Fire -Resistant Roof Deck Protection and VersaShield' Solo", Fire -Resistant Slip Sheet LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ol' NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 14-10212.26 and consists of pages I through 3 The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 1 43 r c ROOFING ASSEMBLY APPROVAL r r f r r Category: Roofing Sub -Category: Underla_yment Material: Fiberglass , SCOPE: This acceptance is for VersaShield" Fire -Resistant Roof Deck Protection (a.k.a "Versa'S':'cl,d1` Underla'yment") and` VersaShield' Solo- Fire -Resistant Slip Sheet (a.La "Vei;saShield Solo'`"'), as described 'in this'Notice' of Acceptance, for use with approved prepared roof assemblies. Designed to comply with the Florida kuilding Code and the 14I gh Velocity Hurricane Zone of the Florida Building Code. PRODUCT DESCRIPTION: Manufactured by Applicant Dimensions VersaShield' Fire- 42" x 100' rolls Resistant Roof Deck Protection VersaShield' Solo— 72" x 166.7' rolls Fire -Resistant Slip Sheet 36, x 166 7' rolls. MANUFACTURING LOCATION: 1. Conover, NC EVIDENCE SUBMITTED: Test Product Specifications Description ASTM D 226 Non -Asphaltic fiberglass -based underlayment Type II and/or fire barrier. UL790 Non -Asphaltic fiberglass -based slip sheet and/or fire barrier. Test Agency Test Identifier Test Namc/Report Date PRI Construction Materials GAF-270-02-02 ASTM D 226 11/15/10 Technologies GAF-748-02-01 ASTM D 226 12/12/16 F-t,K-063-02-01 TAS 100 09/27/01 Underwriters Laboratories Inc. 99NK45831 UL790 03/21/00 I ONK ] 1990 UL790 05/18/ 11 R19254 ASTM D 226 09/13/01 08CA37926 U L790 09/23/09 08CA49140 INSTALLATION: L VersaShield" Fire -Resistant Roof Deck Protection or VersaShield"" SoloFire-Resistant Slip Sheet shall be installed in strict compliance with applicable Building Code. 2. VersaShield"' Firc-Resistant Rool'Deck Protection or VersaShield'"SoloFire-Resistant Slip Shect shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. VersaShield" Fire -Resistant Roof'Deck Protection shall be mechanically fastened with approved fasteners in compliance with Florida Building Code 1518.2 when used in lieu of a code prescribed ASTM D 226 Type 11 underlayment. MIAMI•DADECOUfVTY NOA No.: 16-1216.02 Imm' "' ® e i Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 2 of 3 rrcr ' r c r rcrrr. LIMITATIONS: r r r r I. Fire classification is not part of this acceptance, refer to a current Approved Roofing,[kl,at4.rials Drr"aCtcsr"y for 0vc ratings of this product - r 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in Ompllance With applicable building code. 3. VersaShield"' Fire -Resistant Roof Deck Protection shall not be left exposed as a temporary,roof for iorige,r`than 3P.. - days of application. VersaShield Solo ro Fire -Resistant Slip Sheet shall not be left exposed to the weather. 4. VersaShield"`' Fire -Resistant Roof Deck Protection and VersaShield Solo- Fire-resistant Sl;qh,S}`ieet area component used in roof assemblies. Roof assemblies are approved under specific asseil:lbly `( otice of Acceptan6,_ S. VersaShield'° Fire -Resistant Roof' Deck Protection or VersaShield Solo'"t Fire -Resistant Slip Sheet`m:i' be used with any approved rool' covering Notice of Acceptance listing. VersaShield Fire-Rcsistant Roof Deck Protection or VersaShield Solo,"] Fire -Resistant Slip Sheet may be used as a component part of an assembly in the Notice of Acceptance. If VersaShield Fire-1esistant Roof Deck Protection or VersaShield"" Solos"' Fire -Resistant Slip Sheet is not listed, a request may be made to the Authority Having Jurisdiction (Al-IJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 6. VersaShield" Fire -Resistant Roof Deck Protection and VersaShield"' Solo'", Fire -Resistant Slip Sheet are a non - asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies. For fire classification of specific roof assemblies using VersaShield" Fire -Resistant Roof Deck Protection or VersaShield" Solo- Fire - Resistant Slip Sheet refer to a current Approved Roofing Materials Directory for fire ratings of this product. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida .Administrative Code. LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, yellow line to identify the ASTM Standard designation or logo, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 1A PROY BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this material. END OF THIS ACCEPTANCE NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 3 of 3 la4 � ��!/�}� ��/ �JI s,� � �✓/ , �� ./ � f�� �� �5 �fiq�J' TYa �/ly �y�J � �. f 5Fy,14`�J '�� :: / `f3 � > , �r/fit 1�� r�l ���j� rp� .. .. � �>. ��.a L�ar 7����� x-���i�'�, ��,3�,fi� Ft✓..._ �f r k7�t�h dE 5 ;�i�s�i ,Nd.. �`,fs -�i -."�1 �`,ii �"."�t 7 y�y£t .,:. � � ,�,���. � ;�, � �x�_ i,./�',n�i�l s �� �� �✓,f,�, .. s��.'� yf:.,� � �f5, ��.., >E /x- � '"- .. �.s✓4 .-, �s, �.. ,�. ,.,,r r&r.M ;ns��"3'z',,�i. '. TGDY.R10689 Prepared Roofing Accessories Page Bottom Prepared Roofing Accessories See General Information for Prepared Roofing Accessories GAF R10689 1 CAMPUS DR PARSIPPANY, NJ 07054 USA Asphaltic underlayment accessory — "GAF Shingle Underlayment" asphalt saturated organic felt for use in the installation of GAF Class A asphalt glass fiber mat shingles and GAF Class C asphalt organic felt shingles. Asphaltic underlayment accessory — "WeatherWatch®", °WeatherWatch® XT% "StormGuardCR)", "Tile -Mate", "StormFlash" and "IceGard-MS(,) Peel & Stick Leak Protection'"" modified asphalt coated glass mat underlayment for use in the installation of GAF Class A asphalt glass fiber mat shingles and GAF Class C asphalt organic felt shingles. Asphaltic underlayment accessory — "UnderRoof"', "UnderRoof 2"" and "UnderRoof"' HT" modified asphalt coated polyester mat reinforced underlayment for use in the installation of GAF Class A asphalt glass fiber mat shingles and GAF Class C asphalt organic felt shingles. Unsaturated underlayment accessory — "Shingle-Mate(R) Roof Deck Protection" a water vapor permeable substrate composed of organic and inorganic fibers bound with asphalt and other polymeric materials, for use in the installation of GAF Class A asphalt glass fiber mat shingles and GAF Class C asphalt organic felt shingles. Asphaltic underlayment accessory — "RoofPro" SBS-Modified All -Purpose Underlayment" smooth surfaced modified bitumen saturated glass mat underlayment for use in the installation of GAF Class A asphalt glass fiber mat shingles and GAF Class C asphalt organic felt shingles. Cement — cold application cement designated "Asbestos free Cold Method Cement" for use in the installation of GAF Class C roll roofing. Shingle decking accessory - "DeckArmor"' Synthetic Breathable Underlayment" and "TigerPaWT Roof Deck Protection" for use in the installation of GAF Class A asphalt glass fiber mat shingles and GAF Class C asphalt organic felt shingles. Shingle underlayment accessory— "VersaShieldOR Fire -Resistant Roof Deck Protection" and "VersaShield® Underlayment" coated fiber glass mat intended for use with the installation of GAF Class A, GAF Class B or GAF Class C asphalt or any steel, aluminum or copper shingles. "VersaShield@ Fire -Resistant Roof Deck Protection" and "VersaShield® Underlayment" coated fiber glass mat intended for use with GAF Class A, GAF Class B or GAF Class C asphalt shingles or any steel, aluminum or copper shingles over existing wood shingle or wood shake roof. Formed steel panel coverings for installation as Class A prepared roof coverings limited to spaced sheathing and 15/32-in. minimum thick plywood covered with one or more plies of "VersaShield® Fire -Resistant Roof Deck Protection" or "VersaShield® Underlayment" followed by nominal 2-in. x 2-in. wood battens with the steel panels mechanically fastened to these battens. Shingle underlayment accessory- "Versa Shield@ Fire -Resistant Roof Deck Protection" and "Versashield@ Underlayment" Classified in accordance with ASTM D6757. Last Updated on 2018-02-22 Questions? Print this page Terms of Use Page Top © 2018 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following rs1 ''aM TGFU.R18970 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems ENGLERT INC 1200 AMBOY AVE PERTH AMBOY, NJ 08861-1920 USA OTHER SYSTEMS Class A 1. Deck: C-15/32 or spaced Incline: Unlimited sheathing Impact: 4 R18970 Underlayment: — One layer "VersaShield Underlayment", mechanically fastened. Ply Sheet: — One layer Type 30 base sheet or "VersaShield", mechanically fastened. Panels: — — Steel, zinc or copper roofing panels, designated "Series 1000", "Series 1100", "Series 1101", "Series 1300", "Series 1500", "Series 2000" or "Series 2500", mechanically fastened. 2. Deck: C-15/32 or spaced Incline: Unlimited sheathing Impact: 4 Underlayment: — One or more plies "VersaShield Underlayment", mechanically fastened. Panels: — Steel, zinc or copper roofing panels, designated "Series 1000", "Series 1100", "Series 1101", "Series 1300", "Series 1500", "Series 2000" or "Series 2500", mechanically fastened. 3. Deck: C-15/32 Incline: Unlimited Impact: 4 Barrier Board: — 1/4 in. min. G-P Gypsum DensDeckO with all joints staggered a min of 6 in. from the plywood joints. Insulation (Optional): — Fiberglass, polyisocyanurate, perlite or wood fiber, any thickness. Membrane: — Any UL Classified modified bitumen system, BUR system or CPE, CSM, CSPE, EPDM, NBP, PIB, PVC, TPO or THE membrane system suitable for use with any roof insulation. Panels: — Steel, zinc or copper roofing panels, designated "Series 1000", "Series 1100", "Series 1101", "Series 1300", "Series 1500", "Series 2000" or "Series 2500", mechanically fastened. Last Updated on 2014-06-17 Questions? Print this page Terms of Use Page Top © 2018 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always loot: for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2018 UL LLC". MAMhDIE MIAMI-DA17t COIJtiT PRODUCT C:C)N i'RC2t SLC;TION UI;Ple12"1'M1'Ii N'F C?f� Fi1;C:1 1„i I�O135 ';N'fD 3'.t.;C)Rdlli'IFt 12,F•;1i)l t�( Ii.S (I�.E;13) i IK05 S\1 26 titreea. Room 2n BOARD AND CODE, AWNIFNISTRAI'JOIN DIN`ISIO Ndiami. Flmida ,t 3I :'5-:'.474 y,�(� TIE g,' 4 g ,@ 7� y t (786) 3I;-251dtn. F {7ti6) 315, 599 1 �i�YrY,ICE O :'4C.,�-��4 Y I�A SCE, (1'tlOA) �1�tY FI�:€)Iizf YtilS111(I4t`�,z'E3�. _c: i'il(IfDYi lt� __ ____ ...__ _ . ........ ....._..._ _____.___ East Coast Metals, lnce 7905-West;20`h Avenue Hialeah, FL ,1014 4con"..: This NOA is henng issued (.ruder the applicable Riles and red rrlations governin the use of coils, racoon inaterials. The ' documentation submitted has h<;cn revic"ed mid accepted by :V11ami-Dade County IZER - 1'rodyo�-I,C'ontrol Section to h'_ used in Miarni-Dade County and otltct areas, vy-here allowed by the Audnonty llaving.lurtsdict"'or, '['his NOA shall not be valid alier die expiration (Litt, stated hclow. "line. MI'll I-i)<rdc (i'ouuty scjtace Cont}ol,5ec!.tiorr (ln .'4lami-Dade County) and/or ahc ;< 111 (in areas other than k itami-Dade County-} reserve the right to have this�,No(Iuct or material tested I'm (luality assurarrcc l)L11T)0scs. If t[-ris product or material (ails to perlortrn i�i the ,u-ccpto;f manner, eh manufacturer will incur the expensc of'stich testis, and the AM may immediately revoke. mptlif "p- susE>crid the use Cf such product or material ttIli) ill their jurisdiciiorn. RV reserves the right to revoke Ili is accepta(kice`;1,it is<J,,j.em;iined by Miami -Dade County Product (:vitro( Section that this l)roduct. or matrriat fails to meet the rec.luircrrtcnts 01, thc`Jipl7lic Iblc building code. This product is approved as descrihed herchn and has been designed to comply vyith the Florida Building Erode irncludin;" the I ligh Velocity hurricane. lone of the 1-lorida E3�t i ( g Code. DESCRIPTION: E nglert Series 1300 Steel Panel (2 in Clips in([ 6 in Clips) over Wood Deck UkBELING: Each unit shall hear a pGna1arnent Mile( with the nn�.rnut« rturea's Millie or loi o, city, state and following statement.: "Miami -Dade County ('roduct Control Approved", unless other«-isc rioted herein. RENEWAL of this NOA shall hu corasidcrcd after a Irllsv-Val application has been filed and there has been no change in the applicable building code nt latm cl affecting the performance of this product. TERMINATION of this BOA "t ill occur after the. expiration (.late or it' there has been a revision or change in the materials, use, and/or manufacture ol' the TVOCIuct or process Misuse oi'this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be causc fbr terintin:rtion and remm al of NOA. ADVL111TISE ME NT: "Fhe NOA ntnnnber preceded by tine words N ianni-Dade County, Florida, and followed by the expiration date may be displayed in atk crtising hicraturc. if any portion of the NOA is displayed, then it shall be done in Its entirety. INSPECTION: A copy; ol' this entire NOA shall be provided to the User by the manufacturer or its distributors .:and ;hall be available for inspection at the,job kite at tilt; recluest lof the l3uildint Official. This NOA renews NOA—No. , 7-0703.05 and consists of pares I through The sabinnitted documentation v as rcvKnxcd by Sifang lhao, P.E. 11/24/202.1 NOA-No.: 21-1027.03 iffMIAMI-DAIDECOUNry ExpirationDate: 11/03/2026 Appr6val Date- Ll/24/2021 Pagel of 5 oO;F IN(; Assi,umm,N' r� PRO\ .,,�.i_. Category EtooBng sub-Categur): �ti�Ie(a�i, Pancds (Non -Structural) Materials: ` wcl Deck Type: Wood Maximum DeMpta Pre.mure--165mo Iml, ,r.RADE NAMES (MI PRf)l)t.lCTS MANUFACTURED OR LABl?t1A) In, APP1 1CA'' T. Test: Protiuct t>itttensions Specification, �z.;ctit <tioil Series 1300 Lenrih: various TAS 125 (Arrosion res&mm.ja,ll,WwnKpmN n W. With: 16" standing seam. (.Vale<'1 foetal Thickness 0.024' (24sza) panels. , On. Wield Stren0h: 37 W. 2" Clip Unph: 2" TAS 125 CO1Tt)S1011 resistaair, galv4alume; 1`n;cfC,rmed, Width: coated, pre-finislitid, clips fbi lase in I lei ght:1-9 10'1=ield or Perimeter <ind Corner ,�rca W' Roo!'. I..hiC1mess 0120" 6" (Ail) Length: 6 TAS 125 Wmsion resistant, !,1,alValUmc, preformed. \k idth: i" coated, pre-linished, metal clips for use- in L.1mght: 1 AT' Prune cr and Corner kmas of Roof. T'hick:ness 0.0270 THm Pieces Length: vales NiA Corrosion resistant, galvalume, pretormed, N-Vidth: coated. pre-finishedt trim pieces. 11hickness 0.0276". EViDi?rmE St ml.i—lED. iWit :�jmw 'list ttlentiiie: 'rest msnelttehort Date Morton International AS-0:�'_8(i % L. Sol Spray ON 1986 AST.P I B 117 AS-0286-9I 1 .Acccleratcd Wcathering Feb. 198o S l'M G 23 .Architectural Testing Inc. 0 1 -3297.01 TAS 100 Nov. 1998 01-3 2 797.0 3 S'IN1 E 8 Nov. 1998 Hurricane Test Laboratory. I_.1-G. 01 `` 5-Oo 15-05 1 AS 125 f & 2006 Architi:etural Testing 92270.O1-109-18 TAS 125 October. 2009 Intenck Ci573_i.Ol-10h-Itt I AS i1'FApI)U 01TWO NO ns 21402103 Expkation Date: 1IMMOU A,13proval Date:]1/24/2021 Page 2 of .+ All,PRONTi) AssuNtw,ius: S,Ystetyll A-1: SCI-!CS I _�OQ Pane) 12 (i', \.Vikhz Deck Type: \Vood, Non-Institatcd Deck Description: N(,%\ Con,-.vuction or L_,vcatcr plywood or \good plank. Slope Range.. I-" ol- utvatu (F:] 2- effective \v 2020 1:13( 11 o 11) Maximum Uplift See Table A, belww Pressure: Deck Attachment: in \vilil appliCdbIC hklildillg COCIC, but ill no CcISC Shall i,' ]i'SS t1lVl al-HILILU rang shank nails spaced Y, ox. In I-Cl-oofing, wlicic [Ile dec'K r, wss thmi tillck, Willnull" the ahov,C 'Ittacliml-Int Incthod must ho Ill L-Iddidoll to existing "Itfachment" Underlayment: \11111111LI111 UII&YklyH)Cnt Shall he iln 1) 226 Ty pc II in.stal idi Li mivJmurn 4" sldc lap slid 0', end -laps. UlldcHavinclit shillt be l'dSLclWd with COITOSi6h 1e..S',-stant fift-,caps and 12 'h-mvs I (gaugeaannular rim -shank nails, spaced 6" o.c. at all laps and tw ' o staoacrd I SL-, o.c. In the field ol, the. roll. Or, any approved IllidUki'vink'111 haVII10 ZI :UITLIlt NIOA'. Fire Barrier Board: -cc toi-� foy Am appw-N�:d fife barrici haViIII-1 J CLInviii NOA. 1Zcfci- to ;I cuOent,fIN d I I I hi-c ratings ofthis 1-oofing, systcm assembly as Nvell as the location of'the fil-( witildl the asscl Ill) [Y. Scl,:, L ifill Lation Valleys: vallcv Coll'stniction ""hall bo In compliance bkltli Roofilm, .,Apl)li cation Standard 1t,,-\S _133 mid with Ell"IC11", C1.111vilt pubillied Ills(allation IMStRIC11011S. Metal Panels and 111SLAI the ":Series 1300 Panel" and acussoi-ic,) Ili compliance with the curt -cm published Accessories: ill\'t'allation 111"Ll-Itchons and detalls In Fnglcl-t*h installation Manual. Flashings, pencti-ations, Valley conSIFLICtIOn and oilict- details shall be C01-150-1-loted in compliance with Roofin,) Application Standard I2AS 1331. P-111101s shall he installed with approved Panel located at each panel rib side lap Sj,),LCC,(i I - -allcl. to roof S100e, fastened with It 10 wafer ]lead at a IMiXIII'Mill, IUSICCI il'! 4'able.A [).CloA�,.pajl spoiler lip screws ol'sufficik:nt,length LO PenCtr8tC through the Sheathing a minimum of an inch. Use 2 wrewsf6r flie 2" clip and tme 4 screws for tile 6" clip. Standing: ,<Cunls ,hall be mechanically seamed to C,, 900 dc,,rcc scam, (single luck). ............ T. A ----------- Roof Areas Field . ......... -- - - ------- ­­­ - ---- ---- -------- I Perimeter mid C'ornerl Perimete , rand.C-6mer - M. a x i i n i j i )i D e s i i i I r c s s i i i e S :� 2- psr —106.75 psf .. ............. 46s.0o, st, . .. . . .. . . ............ ­­­1 ... .... . ...... — Maximum ("lip Spacing 2.4" ox, ............. . .. 12" ox. ............ ........ ... - ................ . .... ....... Clip Size 2° Clip j '71, Clip .............. ... 6" Clip . . .. . ...... 2. Place a bead of Biltiul. 70-0�,A scAma in 11w .11:vllsCIms prior to scamim". NO.,X-N.'o.: 21-1027.03 WMIAMIOADEC UNTYM Expiration Date: 11/03/2026 �U@mummw Approval Date: 11 /24/2021 Page 3 of Si/STEm'I NIIT.1TIONS I. lire classincatimi is not PaO of this acc:cptanc, refer to a current :Approved hoof7ng NUtends DircCtmy for mire ratings of this product. 2. Ile i-immmum designed rovssurc iistcd herein shall be applicable u, all zones ux , hold, perimeters. and corners). Neither rational analysis, r,or cxtrapolalion shall be permitted for enhanced fastening at enhanced pre surc zones (i.e., Pei imetcrs. oxtcnded corners and corners). 3. Panels may be rolls fr3l-taot:1 in conkiluous lengths from cave to rid, c. Maximum lengths shall be as described in Koonng Application Standard IZ 1 S 13 4• All panels shall be permanently kibelcd will the imnWhcturcCs name and/or logo, acid Ac hylomog statement: "Mianii.-Dade County Pmdml Contmi Approved" or with the Wami-llade County 110 1 Untrif Seeil`as scan , below. All clips shall be permancndy labeled with the tnwwkwwvf s name mW&r liTA a, Kim nwdeL, MIAMI-DADE COW S. All products listed herein shall have a quality assurance audit in accordance with the Florida I3uildir°g (;ocie and, Rule 61(320-3 ofthc F 06da Administrative 04c, 6. Panels auq' be jobsite roll lbrnrted with machine model ('s) 0 .17.02 anzl 06,10.03 from Lnglert IZMHQmkd Products Assuchowl. MIAMR)ADE COUNTY N0A -! o.: 21-1027.ti3 Expir: dun Date: 11/03/2020 Aj)proval Date:11/24/2021 Page 4 of 5 PROFILE DwxWINGS 2" 29'0,w DF' I AlL, (HELD AND PERINIFTER AND CORNFIZ OPTION) . ... ......... - ... . ...... ..... .............. . ........... ........ Before Seaming 90 degree 90 degree Seam Seam w/Bostik Sealant St'iou,s 1300 PANUT SYSTEM END OFTHIS ACICTPTANCE W #10 1 Mil", R WAHR `FAD SCREW AT CUP ISOM-E..T.RIC (PIAMILTI-AZAND CORNEIR OPTION NOA-No.: 21-.1027.03 IffMIAMMADE COUNTY Expiration Date: I I ' '03/2026 r- M� Mtum Approval Date: 11/24120211 Page 5 of 5 INSTALLATION GUIDE ENGLERT SERIES 1300 OVER WOOD DECKS ©2004 ENGLERT, ]NO ENGLERT INTRODUCTION The Series 1300 System consists of 1-1/2" High Architectural Panels which are available in: 24 GA. Steel and 0.032" Aluminum in a variety of finishes. 16" OR 20" Stiffening Ribs Available The three drawings below illustrate the seaming process. Starting with Step 1, clips are installed over the male leg and fastened to the substrate. Step 2�involves the female leg of the adjoining panel to then be set on the male leg/clip assembly. Step 3 involves the panels to be seamed, with either a mechanical or hand seamer. The seam shown is a 90 degree seam or "Single Lock"_ A 180 degree seam or "Double Lock" seam is optional. This type of seam is typically required where high wind loads are needed. Data from extensive wind uplift tests is available for different alloys. Step 9 I ,MENGLERT- ;©2004 ENGLERT, INC. Step 2 TC QTC` Step 3 1) ASTM E 1680-95 Air Filtration Test 2) ASTM E 1646-95 Water Penetration Test 3) UL-580 Classification Report 4) ASTM E 1592 Structural Test Report SUBJECT TO CHANGE WITHOUT NOTICE PAGE #2 N i j �004 ENGLERT, INC. ENGLE Tm 16" OR 20" Stiffening Ribs Available SERIES 1300 PANEL Panel Profile SERIES 1300 PANEL Fixed Panel Clip (Expansion Clips Available upon request / not shown here) AVAILABILITY GALVALUME PLUS GALVALUME PC3500 G-90 PC3500 ALUMINUM PC3500 22 GA. 24 GA. .032" .040" SUBJECT TO CHANGE WITHOUT NOTICE PAGE #3 Follow all OSHA safety practices and regulations. Extreme care should be taken when unloading, handling and installing metal roofs. Material may be heavy and bulky; metal edges may be sharp; and working at heights is dangerous. The installer should wear heavy duty gloves and a long sleeve shirt VViia(, ,;iandling metal items as they may be sharp and can cause severe cuts. Safet)f,goggles ` should be worn when cutting and drilling metal items or installing fasten`er�;. Proper fall protection should be used when working on the roof. The �;nc>tcl!er should be extra careful when on the roof as panels can be slippery when wet or oily. FIELD CUTTING METAL It is recommended that only snips, nibblers or electric powered shears be used. Cut panels with the bottom side up in order to avoid cuttings from contacting the finished surface of the panel. Panels should be immediately brushed clean after cutting to remove any shavings. Follow the safety recommendations of the tool manufacturer. Goggles, heavy duty gloves and long sleeves must be worn for protection while cutting metal. DELIVERY & STORAGE Unload and inspect the delivered materials for damage. Store the panels and accessories under waterproof covers and above ground on skidded platforms. Provide proper ventilation to prevent condensation. PRE -INSTALLATION All projects should conform to applicable building codes. The minimum recommended roof itch is 3" p' per foot. (Depending on panel length) The building must be squared according to acceptable building practices. Check the roof for square by measuring diagonally across one slope of the roof from similar points at the eave and ridge and confirming the same dimension. The substructure (eave to ridge) must be on plane within a'/4" tolerance. ,I ,I 1©2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #4 PRE -INSTALLATION CONTINUED Provide a written report of discrepancies to the architect. Do not begin the installation until unsatisfactory conditions have been corrected as starting installation usually indicates acceptance of the substrate. Wait until adjoining areas scheduled for stuccoing have been completed'and washed down. Do not wash down acid residues from stucco directly over the t roel al. ROOF INSTALLATION The panels must be installed over a complete moisture -proofed substrate.; Instpl,l #30 Asphalt Saturated Felt over the entire solid substrate. Under all flashing areas � ` ­ ` including eaves, apply a layer of Englert HT Underlayment, then overlay and install �3 layer of #30 Felt. All of these moisture barriers must be installed in a smooth continuous manner. The panels should be installed square (perpendicular) to the eave. Panel seams should face away from the direction of the prevailing wind. The seams shall be parallel and they shall be aligned for hips, ridges and valleys when possible. No surface penetrations shall be made in panels without specific architect approval. i All panels shall be continuous from eave to ridge without any horizontal end laps. j Do not overdrive fasteners as this can cause panel distortion. End lap all flashing and trim at least 3". All gutters must be mitered, caulked and have a lining of HT Underlayment applied at the laps to make it watertight. All butt joints must be caulked. CLEANUP i Peel off any strippable film on flashing as they are installed. Complete all items on punch list. Touchup minor scratches. Remove all debris associated with the roof installation. i©2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE#5 TYPICAL SAVE TRIM DETAIL NOTES: 1) INSTALL CLEAT ONTO FASCIA WITH #1 0-12xl WOOD SCREW, 12" O.C. 2) INSTALL DRIP EDGE BY SLIDING OPEN HEM ONTO CLEAT & FASTENING WITH #10-12.1 - WOAD SCREW, 12- O,C, ONTO SUBSTRATE 3) ENGAGE DRIP EDGE INTO OPEN HEM OF PANEL TO BEGIN PANEL INSTALLATION. i,@)2004 ENGLERT INC. SUBJECT TO CHANGE VWTHOUT NOTICE PAGE#6 c-),� KIE`. A NE L. FEL I Ef'-Ifl;LFPI r I 'A T ;@2004 ENGLERT, INC. NOTES: 1) INSTALL ALL GUTTER FLASHING$ BEFORE PANEL INSTALLATION 2) FASTEN BACK OF GUTTER BOX GUTTER TOP TO FASCIA W/ #1 0-12XII" PANCAKE HEAD SCREWS @ 24- O.C. 3) INSTALL DRIP EDGE OVER BACK OF GUTTER & FASTEN #10-1 2XI" PANCAKE HEAD WOOD SCREWS @ 12" O-C. ON TOP OF SUBSTRATE 4) ENGAGE FIELD HEMMED END OF PANEL TO TOP HEM OF DRIP EDGE �'zilr Pl,.,ET C<i EVERY STRAP F R SUBJECT TO CHANGE WITHOUT NOTICE PAGE #7 TYPICAL HIP RIDGE DETAIL Z, Z NOTES: 1) BOX END OF PANELS. 2) FIELD CUT 7- CLOSURES TO FIT BETWEEN PANEL RIBS. 3) SET -7- CLOSURE IN TAPE SEALANT OR 2 CONT. BEADS OF SEALANT AND ATTACH TO PANEL WITH (3) #10-12XI- WOOD SCREWS. 4) APPLY SEALANT ON SIDE LEGS OF -Z- CLOSURE, FILLING ANY GAPS AROUND PANEL RIBS. 5) ATTACH RIDGEIHIP FLASHING TO"Z!'CLOSURES WITH A POP RIVET ON ONE SIDE AT 24" O.C. r IF ADDITIONAL FLASHING LENGTHS ARE REQUIRED, APPLY SEALANT AND LAP THE FLASHING OVER THE INSTALLED FLASHING BY A MINIMUM OF 3" SECURING THE CONNECTION WITH POP RIVETS. 1:TOE'_ R(.),',l 'Aid EL. P'+' i.:(VEI NI: E. 7" FE�7 YI F: @2004 ENGLERT, INC. L— - — - - - - — -1 'SURE .1 -f-1 CUT TO FIT E.ETWEEN PikNEL, SET IN 2 CIONT. BEADS Or AND CAULKED VERTICALLY lNi PPOVIDED By C-t\jr'L [rT' HIP/RIDGE CAP FLASL IV 1(3 CLOSURE SUBJECT TO CHANGE WITHOUT NOTICE PAGE#8 METAL VENTED RIDGE DETAIL NOTES: I ) BOX END OF PANELS- 2) SET -Z- CLOSURE IN TAPE SEALANT OR 2 CONT. BEADS OF SEALANT AND ATTACH TO PANEL WITH (3) #1 0-12XI - WOOD SCREWS. 3) ATTACH BOTTOM OF VENTED -Z- CLOSURE TO TOP OF -Z CLOSURE' WITH STITCH SCREWS @ 24" O.C. 4) HOOK OTHER HEM SIDE OF RIDGE CAP ONTO THE LONG END OF THE OTHER VENTED "Z"CLOSURE AND POP RIVET BOTH SIDES @ 24" O.C. 5) INSERT LONG END OF VENTED -Z- CLOSURE INTO AN OPEN HEM SIDE OF RIDGE CAP. F I INC - CL"YSURE CUT TO FIT BETWEEN PANEL. IN ' ,'.ONT. BEADS OF AiND CAULKED VERTICALLY T SEAMS (SEALANT PROVIDEE, mY t N;..,LL N I I L NF: SERIES ROOF /,C PANEL �i vl.;Lril r. I .� \ @2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #9 VENTED RIDGE DETAIL NOTES: 1) BOX END OF PANELS- 2) FIELD CUT "Z CLOSURES" TO FIT BETWEEN PANEL RIBS. SET "Z" CLOSURE IN TAPE SEALANT OR 2 CONT. BEADS OF SEALANT AND ATTACH TO PANEL WITH (3) #10-12X1" WOOD SCREWS. 3) APPLY SEALANT ON SIDE LEGS OF "Z" CLOSURE, FILLING ANY GAPS AROUND PANEL RIBS. 4) ATTACH RIDGE FLASHING TO "Z" CLOSURES THROUGH VENTING MATERIAL WITH A STICH SCREW AT 24" O.C. 5) IF ADDITIONAL FLASHING LENGTHS ARE REQUIRED, APPLY SEALANT AND LAP THE FLASHING OVER THE INSTALLED FLASHING BY A MINIMUM OF 3" SECURING THE CONNECTION WITH POP RIVETS. E; IT!N Ivl,-. :,-"P CZ _ 4 I '©2004 ENGLERT, INC. i--- -.. - -- 1Z-XI' CREb1lc- PER PANP "LOSI_;RE CUT TO F'T I DE'IWLEN PAPIEL, SET IN CONT. BEADS OF SEALANT } AND CAULKED VEPTIC.ALLY Al tiEAMS (SEALANT PPOVIDED ENrLEPT) ( 13C•0 — �. =FRIES poor P-.NEL l� —Z CLOSURE !„ 1 N I SUBJECT TO CHANGE WITHOUT NOTICE PAGE # 90 I J !1 LF. T i NOTES_: 1) INSTALL CLEAT ONTO FASCIA WITH #10-12 .1" PANCAKE HEAD WOOD SCREWS @ 12" O.C. 2) FIELD BEND PANEL AT 90 DEGREES, 1-12 MINIMUM. 3) ADHERE A CONTINUOUS LENGTH OF BUTYL TAPE (BY ENGLERT) ONTO THE TOP INSIDE OF THE PANEL LEG. 4) SLIDE GABLE FLASHING ONTO CLEAT AND ALIGN WITH PANEL. 5) CONNECT GABLE FLASHING WITH A STITCH SCREW AT 12- O.C- i I ©2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #17 TYPICAL PEAK CAP DETAIL .71 4 Er n EL EP111 \7 CU!SURE ! UT TO -IT BETWEEN \ PANEL. SET IN 2 CONT. BEADS :F- SEALANT .AND CAULKED VERTICAL.L � AT SE=AIS (SEALANT I I \ FRO' -!DEC' 61 EhJCLERT) ,.,... ..LOSURE i POP RI\ -ET 0 \ \ ')4" O.0 E - 13oO SERIES \ \�\ ROOF P/-NEE NOTES:\\� PANELS HAVE BEEN BOXED AND INSTALLED, 1) ONCE "Z" FIELD CUT THE CLOSURES TO FIT BETWEEN PANEL RIBS. I THE 2) SET "Z" CLOSURE IN TAPE SEALANT OR 2 CONT. BEADS OF SEALANT AND FASTEN THROUGH PANELS WITH (3) #10-12X1" WOOD SCREWS. CAULK THE "Z" CLOSURES VERTICALLY A THE I f II �3` _ 1' HEAD 3) INSTALL CLEAT WITH #10-12X1" PANCAKE WOOD SCREWS @ 12" O.C. I" '' 4) INSTALL THE PEAK CAP BY SLIDING THE OPEN I HEMS ONTO THE CLEAT AND "Z" CLOSURE, ATTACHING WITH POP RIVETS @ 24"' O.C. lJ i / v!S i 10 . -RE \ I •• PER PANEL PER � I Eu-_*ALEPI HT -- i l UNCEPLA'i'hv1EMT v.T FELF spy ENCLEPT j UC DECK I i j ©2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #12 ' TYPICAL VALLEY DETAIL NOTES: 1) INSTALL ALL VALLEY FLASHINGS BEFORE PANEL INSTALLATION 2) FASTEN VALLEY FLASHING TO SUBSTRATE WITH #10-12X1" PANCAKE HEAD WOOD SCREWS 24" O.C. 3) ALIGN AND INSTALL OFFSET CLEAT WITH TAPE SEALANT ON BOTH SIDES OF VALLEY FLASHING AT LEAST 6" BACK FROM CENTER OF VALLEY FLASHING. 5) FASTEN OFFSET CLEAT THROUGH VALLEY FLASHING AND TAPE SEALANT TO SUBSTRATE WITH #10-12X1' PANCAKE HEAD WOOD SCREWS 24" O.C. 61 FIELD HEM PANEL. 7) ENGAGE FIELD HEMMED END OF PANEL TO OFFSET CLEAT AND ATTACH PANEL AS USUAL. !: i i02004 ENGLERT, INC. Pai :r;r E HEAD — _Rcvs.. r _ C.0 T , . X i' EUTYI. SUBJECT TO CHANGE WITHOUT NOTICE I I PAGE # 13 tJt-ITr--Q - 1) INSTALL ALL VALLEY FLASHINGS BEFORE PANEL INSTALLATION. 2) FASTEN VALLEY FLASHING TO SUBSTRATE Wf#10-12XI' PANCAKE HEAD WOOD SCREWS 24"O.C. 3) FIELD HEM PANEL. 4) ENGAGE FIELD HEMMED END OF PANEL TO INTEGRATED VALLEY CLEAT. F PI I • I Y! C IN CILC, F/,FE jUc 2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE# 14 TYPICAL HEADWALL DETAIL III 0J L ;%,I Fl- L I L; I,. -,I Ep P. I L -I @2004 ENGLERT INC. I -N NOTES: 1) BOX PANEL ENDS. 2) FIELD CUT -Z CLOSURES- TO FIT BETWEEN PANEL RIBS. 3) SET -Z- CLOSURE IN TAPE SEALANT OR 2 CONT. BEADS OF SEALANT AND ATTACH TO PANEL WITH (3) #iO-1 2XVWOOD SCREWS, 4) CAULK -Z' CLOSURE VERTICALLY AT PANEL SEAM. 5) ATTACH HIGH SIDE TRANSITION FLASHING TO "Z" CLOSURE W/ POP RIVETS. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #15 TYPICAL HEADWALL DETAIL L F N I !T !F, [I IiiLER r p I r;F 'V NOTES: 1) BOX PANEL ENDS. 2) FIELD CUT -Z CLOSURES- TO FIT BETWEEN PANEL RIBS. a) SET -Z- CLOSURE IN TAPE SEALANT OR 2 CONT. BEADS OF SEALANT AND ATTACH TO PANEL WITH (3) #10-1 2XV WOOD SCREWS. 4) CAULK 7- CLOSURES VERTICALLY AT PANEL. SEAMS- 5) ATTACH HEADWALL FLASHING TO -Z- CLOSURE W/ POP RIVETS 24- O.C. 6) INSTALL COUNTER FLASHING AND CAULK TOP WITH ENGLERT SEALANT_ @2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE 416 TYPICAL HEADWALL DETAIL NOTES; 1) BOX PANEL ENDS. 2) FIELD CUT -Z CLOSURES- TO FIT BETWEEN PANEL RIBS, 3) SET -r CLOSURE IN TAPE SEALANT OR 2 CONT. BEADS OF SEALANT AND ATTACH 1-0 PANEL WITH (3) #10-12X1- WOOD SCREWS. 4) CAULK "Z- CLOSURES VERTICALLY AT PANEL SEAMS. 5) ATTACH HEADWALL FLASHING TO -Z- CLOSURE VV/ POP RIVETS 24" O.C. AND SET TOP OF FLASHING IN WALL. 6) CAULK WITH ENGLERT SEALANT. Q2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE#17 TYPICAL SIDEWALL DETAIL VvALIL — I = I riAJTFi�cr; II 1�i J TI!! ;El' FLASIIWA, ,• I II IGEb' :�,LL ;LiIYL. TAP[ `I� EIJGLERT I 4 _. \ SEFI�S 1 JOO — \_; R!)uF PANEL. FIELD FEND — — T i -- \ — ASTM D226 30;j — — — — — FNGLERT HT UNDERL-WMENT �— SOLID DEU- j NOTES: 1) APPLY SEALANT TAPE TO INSIDE OF PANEL LEG 2) ATTACH SIDEWALL FLASHING BY INSTALLING FASTENER @ 24" O_C. THROUGH SEALANT TAPE AND INTO PANEL 3) INSTALL COUNTER FLASHING i 102004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE # 98 TYPICAL SIDEWALL DETAIL I NOTES: 1) APPLY SEALANT TAPE TO INSIDE OF PANEL LEG. j 2) ATTACH SIDEWALL FLASHING BY INSTALLING FASTENER @ 24" O.C. THROUGH SEALANT TAPE AND INTO PANEL. 3) INSTALL COUNTER FLASHING AND CAULK WITH ENGLERT SEALANT. I i I d2004 ENGLERT, INC. , LT!GLSwRT �� F4 TENEr< P 4` BI.!T'i!._ TAPE P?;"fIGLERT) MUNTE FL;>,HIa SIDEVVALL FLAS nI4G BUTYL TAPE E', ENGLERT -IITCH CPE1d 1 24 U.L. iLRltti I�Q, SUBJECT TO CHANGE WITHOUT NOTICE —ASTM 022E 310# FELT (BY Ci.NGLEPT) \l--- ENGLERT HT !_IIJpERLi>YI•AEIdT —':OLIO QECV PAGE #19 TYPICAL SIDEWALL DETAIL LAN I 'Pf *,IDEA gy � LI�JI_ERT; r �rUNTER F L,—�HING ' C•FiVALL -- F : FF.' F NOTES: 1) APPLY SEALANT TAPE TO INSIDE OF PANEL LEG. F.,Ec, 2) ATTACH SIDE ALL FLASHING BY INSTALLING F'[)')F F.a!•!EL. FASTENER °e 24" O-C. THROUGH SEALANT TAPE ,ELD !;EI1C \ AND INTO PANEL. 3) INSTALL COUNTER FLASHING AND CAULK WITH ENGLERT SEALANT- ASTM D226 30,; ELT ;B'i ENGLERT) — E 11 GL_F'T H1 JNDEPLA', MENT --SOLID DECK ©2004 E'NGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE I PAGE #20 TYPICAL PENETRATION DETAIL r I r I \ `1- \\` NOTES: 1) THE VENT PIPE MUST BE EXTENDED THROUGH THE FLAT OF THE PANEL. 2) CUT THE PANEL TO FIT THE PIPE PROPERLY, 3) TRIM THE ROOF JACK SO THAT THE PIPE WILL FIT SNUGLY AND INSTALL OVER THE PIPE. j 4) APPLY SEALANT BETWEEN THE PANEL AND THE BASE FASTENING RING OF THE ROOF JACK. 5) ATTACH THE BASE OF THE ROOF JACK TO THE PANEL USING #114-14X718" STITCH XL FASTENERS @ 1" O-C. 6) APPLY SEALANT BETWEEN THE PIPE AND THE TOP OF THE ROOF JACK. 7) INSTALL A STAINLESS STEEL CLAMPING RING SNUGLY AROUND THE TOP OF THE ROOF JACK. : E I PIPE / L1EK,iTE OR EQUAL) -SCREWS I" O.C. -SEALAII- E Nk-,LERT - -\STlvl C'22C 30# FELT (B1 EPIGLEPT) -- ENGLERT HT w,ff)FRL' YA4EIJT ©2004 ENGLERT, INC. SUBJECT TO CHANGE- WITHOUT NOTICE PAGE #21 Ron DeSantis, Governor pF'Ck1E ` Halsey Beshears, Secretary �7 Can I-�OI"IC� -_�' A STATE OF FLORIDA -N �D i4_I tiR� a DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE ROOFING CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES SMITH, RONALD A SOZA ROOFING, CORP. 8787 NW 106TH LANE HIALEAH GARDENS FL 33018. It LICENSE NUMBER: CCC1331310 7 EXPIRATION DATE: AUGUST 31, 2022 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. r" T This is your license. It is unlawful for anyone other than the licensee to use this document. � pet. r Local Miarni--Cade County, State of Florida I HISIS NOIARI:i_-DO N,)FPPN 7233895 BUSINESS NAME/LOCATFON SOZA ROOFING CORP 8131 NW74TH AVE MEDLEY. FL 33166 OWNER SOZA ROOFING CORP C/O EDDY SOZA Worker(s) R EHCEIPT NO. RENEWAL 7519569 0rFA Xn- f fr r, SEC, TYPE OF BUSINESS � 11 EXPIRES SEPTEMBER 30, 2022 MUst ba dlSplayed at I)lare of IRfsil'leSS Pursuant to County Code Chapter 8A - Art. 9 & 10 PAYMENT RECEIVED 196 SPECIALTY BUILDING BY TAX COLLECTOR CONTRACTOR 45.00 09/30/2021 CCC1331310 INT-21-403717 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles — Miami —Dade Code Sec 8a-276. Mli DADE For more information, visit www.ntiantidade.r nv taxcollector Aco CERTIFICATE OF LIABILITY INSURANCE r ATE(MM/DDIYYYY) `.- 07/08/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME; Brian Reilly Insurance Exchange of America Corp.PHONE (Al, Ext): (877) 373-6073 403-0801 8600 NW 17th Street Suite 101 E-MAIL Doral, FL 33126 ADess: Icaunderwriting--(cLbestratc-insur-a_n_ce__com INSURERS AFFORDING COVERAGE NAIC p INSURER A: Preferred Contractors Insurance Co, RRG INSURED --� --_- - - -- - �— INSURER B : _...... _ ..... - Soza Roofing Corp. INSURER C : _ 8131 NW 74TH AVE INSURER D Medley Florida 33166 INSURER E: INSURER F : COVERAGES CFRTIF1CeT1= MIIMRFR• oevrelnu •urRnncn. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. - - INSR - - ---- - - - LTR TYPE OF INSURANCE POLICY YY POLICY EXP INSD WVD POLICY NUMBER � MMfDD/YYYY MM/DDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY I EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE /N I OCCUR I I DAMAGE TO RENTED PREMISES Ea occurrence - $ 50,000 _ MED EXP (Any one person) $ 5,000 - PERSONAL&ADVINJURY A i_ PC387737 02/12/2021 02/12/2022 $ 1,000,000 GENT AGGREGATE LIMIT APPLIES PER .� 2,000,000 GENERAL XPOLICY PRO- L� AGGREGATE ------_. _. - $ -. I� JECT LOG PRODUCTS_...-- COMP/OP AGG $ 2 000,000 OTHER: ! $ AUTOMOBILE LIABILITY �i COMBINED SINGLE LIMIT $ — (Ea accident) BODILY INJURY (Per person) ANY AUTO $ OWNED SCHEDULED I _-- ---- -- —� ---- ,____ AUTOS ONLY __ _, AUTOS BODILY INJURY (Per accident) $ HIRED i PROPERTY DAMAGE _ AUTOSNON-OWNEDi AUTOS ONLY _ _._ AUTOS ONLY Per accident)$ I— UMBRELLALIAB OCCUR I EACH OCCURRENCE $ AGGREGATE EXCESS LIAB CLAIMS -MADE _ $ DED ' RETENTION $ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS' LIABILITY Y / N STATUTE ER E.L. EACH ACCIDENT ANYPROPRIETOR/PARTNER/EXECUTIVE I-------- $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) ❑ N f A E.L. DISEASE - EA EMPLOYEE — -- $ If yes, describe under E.L. DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS below I $ II I I DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) ccc1331310 Miami Shores Village Building Department 10050 N.E. 2ND AVE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami FI 33138 • T AUTHORIZED REPRESENTATIVE lJ "I y1JtJ-ZU15 ACUKU CUKPUKATIUN. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE DATE7,.WDDIYYYY) 12/20/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder €s an ADDITIONAL INSURED, the po€icy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of Such endorsement(s). PRODUCER �CONTACT I NAME: Todd George Bouchard Insurance for WBS - TG PHONE (866) 293-3600 ext. 623 FAX No): c PO Box 6090 (Arc, No Ext): E-MAIL. Clearwater, FL 33758-6090 ADDIeESS: INSURERS) AFFORDING COVERAGE NAiC # INSURER A. Zurich -American Insurance Company 16535 INSURED INSURr R B Workforce Business Services, Inc. Alt. Emp: Soza Roofing Corp 1401 Manatee Ave. West Ste 600 INSURER C Bradenton, FL 34205-6708 INSURER D INSURER F. C0VFRAC,F9 rr-PTHzJ(-ATE 070aud71z octrtct.,.r kitIRfin=— THIS IS TO CER'(IFY 'THAT THE POLICIES OF INS RANCE. ' IS' Ef BELOIPJ HAVE BEEN ISSUED 0 I' IE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITI ISTANDING ANY RI.QUIRfc.MEN . -1 ERNI O'N' ("ONDITION OF AN`I ' CON I RAGA OR O EI €ER DOCUMENT WITH RESPECT TO VVI IICI I I111 S CERTIFICATE MAY BE ISSUED OF, MA PLI -TAIN, I HE IN I ANCE AE FORDED BY !HE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDI `IONS )F o..1.;H ! O .:a't ur;n l a ._ I, L,,J MAY F,A✓L BEEN I'.Lr11)C,r E: BYPAIL? CI_PJi1S INSR ADUI St1RR. LTR TYPE OF INSURANCE POLICY Err - 1NSD WYD POLICY NUMBER 'MM'DO'YYYY - POLICY EXP (MM!DD!YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCI_IRRENCE $ CLAi1l8-kIADE rs(;r;i}rz � : t � - G T � --. .. .. _ :. -..5 )NAI. & ADV INJURY S _. :... ----- _.. GEN'I_.AGGREC"':Il-L.IA•11 APPLIES I ----_. : I NI I -AL A((k': GATE S PPi)- POi.if.,l' II i;T PRCDUC FS (MI RIOP A )G 5 -_---_-�-- ---- ------ AUTOMOBILE L.IARII_ITY -- ;Ot•AE€f!E" SINGLE L1":11T ,Ea accgen!! ANY AUTO '., BoDit_ ' INJURY (Per persnn) '. ... _ O t`• - -r fi EiilLED _ ,S ALI CiS ONLY' A JTOS 50DII_Y INJURY I r ac.,u,ei t - S ('" i HIRED NO:J O ✓NE i at tA.(�E.. �. AU20PERT`( - TOS ONl i AlA J I ONLY ---�-----�-----------�..-.�.-----_._..__-._ �i .ucitlepy UMBRELLA LIAB� r ._ __ - — EAC I ,C'CUR RFNV CF EXCESS LIAB CLAI'•dt,-kIAD- .A r,REGAI"E DEG - RETENTIONS T_..»_...__`_____._..�...__:......__.�... __........_..____...._.- .._......._... .. - _..... _._.........___.. .__...._ ........ _........_..... WORKERS COMPENSATION -� _ �� _.__._......... __.._ .__.e.._ ._:...� _...___.___..._.._.._..__ _.. __.e._.... ��������__� X F AND EMPLOYERS'LIABILITY ITV YIN ��ATtJTE A ANYf R �. f-IE' )s rA!?nJ F'•LXE(a -II tL .......i OFF IC M MBEI LxcLLrDED'e N� N i A WC 90-00-818-11 12/31 /2021 E.L. EAU ACr'IDENT S 1,000,000 12/31 /2022 .,(Mandatory in NH) . ..-... f.L [DISEASE-A,>fatc�L�WEE 1,000,000 If yes. describe under - ;... DESCRIPTION OF OPERATIONS below i-.L DISEASE_POLICY i_IDAIT 5 1,000,000 Location Coverage Period: 12/31/2021 12/31/2022 Client# 054865 DESCRIPTION OF OPERATIONS I LOCATIONS ; VEHICLES IACORD 101. Additional Remarks Schedule; may be attached if more space is re(juired) Soza Roofing Corp Coverage is provided for 8787 NW 106th Lane only those co -employees of, but not subcontractors Hialeah Gardens, FL 33018 to: ccc1331310 t.rK I ir•it." I r "t 11 I )rt r Ann race I ATJnhl Miami Shores Village Building Department 10050 N.E. 2ND Ave SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores FI 33138 ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE C-) 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and loco are reciistered marks of ACORD