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DGT-18-2138213�9 MONSTER GRASS AND PATIO 2762 NW 22 St Miami, FL 33142I -� (305) 967-7557 sates@monstergrass.com ARTIFICIAL TURF I www.monstergrass.com Invoice BILL TO 1-',� IVED INVOICE # 2735 Richard Santiago DATE 06/12/2018 448 NE 96th Street jU U 8 19 DUE DATE 06/12/2018 Miami, FL TERMS Due on receipt BY: ACTIVITY CITY RATE AMOUNT Service:Artificial Grass Install 800 5.25 4,200.00 - Excavate The Area - Remove existing Turf - Supply and install artificial turf system to desired area as O per walk through O — Monster Grass will create a sub base foundation consisting of 3"- 4" of compacted lime / concrete san ® , weed prevention mesh included and installed - All materials included in installation including i rti icial Turf, all hardware and labor. Borders if needed ar ubject to surcharge. Additional details: Contains an infill material of clean silica sand that is brushed into the synthetic turf to keep the blades upright. Turf is affixed to a permeable triple layer primary backing with a tuft bind strength of 8 pounds. The backing allows water to percolate through synthetic turf at drain rate of 15 inches per hour. The turf has a face weight of 60. The turf has a tear grab strength of 200 pounds. Seams are not visible and will be fastened in a manner to ensure a firm, tight and permanent hold. The synthetic turf shall be anchored over the entire coverage area and will be installed with a nailer board to ensure concealment of edges and proper anchoring of turf. 10 year warranty on Turf from manufacturer and 24 month limited installation warranty on Installation by Monster Grass and Turf Sales 168 3.25 546.00 Monster Grass is not responsible for permit/permit fee. By signing this document, I agree to the terms presented in the Monster Grass and Turf, LLC "Terms and Conditions" agreement. httpsJ/www.dropbox.com/sh/819vbw4i8hlbttg/AACcx9Oc9 9OOnw6ruN3dhMba?d)=0 ACTIVITY QTY RATE AMOUNT - Excavate The Area - Client will provide Pavers and monster grass will install - Supply and install a paver system to desired area as per walk through — Monster Grass will create a sub base foundation consisting of T- 4" of compacted lime / concrete sand mix Paver Style: Client to provide ------------------------------------------------------------------------------------------------------------------------- ------------------------- Thank you for your continued business. PAYMENT 4,746.00 Please follow us on Facebook and Instagram. BALANCE DUE $0.00 www.monstergrass.com Monster Grass is not responsible for permit/permit fee. By signing this document, I agree to the terms presented in the Monster Grass and Turf, LLC 'Terms and Conditions" agreement. hftps JMrww.dropbox.com/sh/819vbw4i8hlbftg/AACcx9Qc9_9OOnw6ruN3dhMba?dl=0 OlmOBA16 SYN=TURF USES: Landscape Lawns Playgrounds Traffic Medians Pet Areas Commercial or Residential Light -Heavy Traffic GREENING PLANET EARTH W Blade=60 SPECIFICATION SHEET SPECIFICATIONS: Pile Height; 1.75" Turf Gauge: 3/8" Face Weight: 61.35 oz./yd2 Backing Weight: 20.00 oz./yd2 Total Weight: 81.00 oz./yd2 Stitch Rate: 16.5/10cm Stitches/m2: 22,052 Material/Dtex: PP 4400, PE10000 Color: Emerald Green and Olive Green with Brown and Green thatching Type of Fiber: PE Monofilament, PP Curled as Thatch 5960 Inglewood Dr. Suite 150, Pleasanton, CA 94588 USA Telephone: 510 732 2300, Fax: 510 732 6188 Toll Free: 1 877 SYN-TURF (796-8873) www alobalsynturf.com, Email: info@globalsynturf.com FIFTEEN YEAR LIMITED WARRANTY (Effective Date: January 1, 2018) Global Syn-Turf, Inc., (a.k.a. GST) warrants our landscape synthetic turf for fifteen (15) years, putting green surfaces for eight (8) years and golf tee line materials for five (5) years from the date of synthetic turf purchase and maintained as recommended by GST. This limited warranty is in lieu of all other warranties, expressed, statutory, or implied, including, but not limited to, implied warranties of merchantability and fitness for a particular purpose. GST shall not in any event be liable for any indirect, incidental, punitive, special, consequential, or other similar damages including, but not limited to, loss of profits or revenue, economic loss, or other goodwill, even if GST has been notified of the possibility of such damages. Slight color changes will occur over the lifetime of this turf and are not considered an issue or basis for a claim. All labor costs involved with the installation, removal of the affected turf and/or reinstallation of any replacement will be the responsibility of the purchaser. Subject to the following limitations: General provisions of this limited warranty apply to the wear and tear of the turf products with regard to ultraviolet degradation, and do not apply to damage incurred during installation, improper underlay, pile crushing, willful or negligent abuses, or damage by machinery or equipment, nor does it apply when the turf product is not installed by a professional installer. GST does not warranty a loss of more than 5% per year of the turf material strength due to ultra violet degradation. The strain rate and deformation rate increase significantly when the material is subject to continuous extreme heat (over 90 degrees Fahrenheit) and turf products will not be warrantied. GST holds the right to look at temperature history• reports to determine if the material has been exposed to consistent extreme heat over a period of 96 hours or more. This limited warranty does not apply to the state of Arizona due to the extreme hot weather conditions. GST only warrants turf products for a period of 3 years for all products sold and installed in state of Arizona. Remedy: In the event of warranty issues covered by this Limited Warranty, GST will either (a) replace the effected portion of the turf product with new product of the same type or other product with same quality or (b) GST may elect to issue a credit instead of replacement or repair, which credit shall only be to the affected areas of the turf product. Replacement of the affected areas is for the turf product only, excluding any and all costs associated with the installation and infill, including but not limited to installation supplies, inconvenience, labor charges, etc. The Expressed Limited Warranty excludes all implied warranties, and said manufacturer shall in no event be liable for a breach of warranty in any amount exceeding the invoice price of the turf products purchased. Limitations on Coverage: This warranty does not cover. 1. Damage from accidents, vandalism, abuse and neglect. 2. Acts of God (including earthquakes, floods, hurricanes and other natural disasters). 3. Use of chemicals and improper cleaning methods. 4. Failure to property maintain, protect and/or repair the turf product. 5. Damage that occurs during the shipping/transportation process. All shipping claims must be filed against the freight company involved. 6. Damage caused by reflection (melting) or other flammable materials. Such reflection sources include but are not limited to: windows, vinyl fences, metal blocks, concrete/stucco walls and etc. 7. Turf product is subject to normal wear and tear. Normal wear and tear, including matted down blades is not a manufacturing defect and therefore is not covered by this warranty. 8. Visual lines caused by variation of the color of yams and manufacturer tufted stitch lines are not considered a defect as there is no deterioration of actual yarn itself and it is a common occurrence among all tufted products. Limitations on Liability: Purchaser must promptly inspect all products upon delivery. Anything herein to the contrary notwithstanding, to the extent that any defects, shortages, or non -conformities in the products are discoverable by inspection upon delivery of the products, all obligations of GST to purchaser with respect to such defects, shortages, and non -conformities shall be deemed satisfied, and all products shall be deemed to be free of such defects, shortages, and non -conformities, unless Purchaser notifies GST of such defects, shortages, or non -conformities in writing within 30 days after the date of purchase. Assignment: Purchaser may not transfer, convey, or otherwise assign all or any of its rights under this warranty without prior written consent of GST. Any such transfer or assignment without prior written consent shall be null and void. Claims must be signed and submitted in writing and delivered to: Global Syn-Turf, Inc. 5960 Inglewood Dr., Suite 150 Pleasanton, CA 94588, U.S.A. Email: info@globalsynturf.com NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION IIIIIII IIIIIAIIIIIIII IIIIIIIIfI illil IIlIIlil PERMIT NO, D GIA A- J TAX FOLIO NO STATE OF FLORIDA: COUNTY OF MIAMI-DADE: TE OF THE UNDERSIGNED hereby gives notice that improvements willfpetrnacLQ-_- :, property, and in accordance with Chapter 713, Florida Statutes,+tt16016WIlt is provided in this Notice of Commencement. WITNESS my f Legal description of property and street/address: 2. Description of improvement: 3. Owner(s) name and address: k_�T-PUy `1 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: V C: F" I-4 21=t 19 R i=t 0 2 41--1 3 4 OR EK. '12051 F's 458 (1f'3s) REC OF'GtG ii1:'14%'li1 Hi?F;4+E.'' r'Ub'Thar . _F 'l:, OF -;J;;Fj i1T��ti_.._DA.DE ;1111l?Y. FL:�hUP tY OF DADE ropef e _ da f A.D 20� my Courts --D.C. ,/ , Space above reserved for use of recording 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 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, address and phone number: 8. In addition to himself, Owners 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, address and phone number: 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) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager Prepared By Prepared By Print Name Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY F MIAMI-D V n The f oing ins um t was apknowledged before me this day of V By �^�`� ❑ Individually, or ❑ as for ❑ Personally known, or ❑ produced the following type of identificafl Signature of Notary Public: Print Name: 4 (SEAL) 61 ROSE JEREZ Commission #FF228792 1,09 Ritz mission VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES q., a792 Under penalties of perjury, I declare that I have read the foregoing and COaigion Expires that the 4stated it are true, to the best of my knowledge and belief. 10, 2019 Signaturs) or wner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By BY 123_D1.52 PA Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date:11/20/2018 Parcel Number 448 NE 96 ST, Miami Shores, FL 33138-0000 1132060140575 Contacts Permit No.: DGT-8-18-2138 Permit Type: Decks/Gazebos/Trellises Work Classification: Pergola Permit Status: Approved Expiration: 02/25/2019 GEORGE SEMIEN Owner GEORGE SEMIEN Applicant 448 NE 96 ST, MIAMI SHORES, FL 33138 448 NE 96 ST, MIAMI SHORES, FL 33138 Other:3057937911 Other:3057937911 BALDRICHE GENERAL CONTRACTORS Contractor CORP MARIA TERESA FUENTES Business: 3058011083 Description: PERGOLA 14 X 8 Valuation: $ 15,729.00 Inspection Requests: 305-762-4949 Total Sq Feet: 112.00 Fees Amount CCF $9.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $3.20 P&Z Review Fee $35.00 Permit Fee - Gazebo/Trellise/Pergola $253.00 Plan Review Fee (Engineer) $60.00 Scanning Fee $3.00 Structural Review ($45) $45.00 Technology Fee $12.80 Total: $425.60 Building Department Copy Payments Date Paid Amt Paid Total Fees $425.60 Cash 08/10/2018 $50.00 Credit Card 11/20/2018 $375.60 Amount Due: $0.00 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 accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. / Applicant / Contractor / Agent Date November 20, 2018 Page 2 of 2 V BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC Miami Shores Village RECEIVED Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 f FBc 2011 Master Permit No,D(0 1 L 13 a- --Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: A U A N t✓ 19 la.41 J 1 City: Miami Shores County: Miami Dade Zip: �?C Folio/Parcel#: 14 A — 32 06 - 04 —oSAs Is the Building Historically Designated: Yes NO &4__ki Occupancy Type: Loa Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): &EIO 2- crc 3f; n i Phone#: Address: � 4 l a City: 0 Q2 kS State: Zip: Tenant/Lessee Name: K) A Phone#: Email CONTRACTOR: Company Name: Address: one#: t 33t�� City: ��T/w-1 r F I 3 3 ! � � ' state: /" �' zip: Qualifier Name: &J,90 A T 72 .SA r-ki 6tirra�- Phone#: State Certification or Registration #: Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ �5 1 2 Square/Linear Footage of Work: j I Type of Work: ❑ Addition ❑ Alteration Ikew ❑ Repair/Replace ❑ Demolition Description of Work: / �?F�ZCr �1 Specify color of c(loolor thru tile: btAC )C- Rk)� Submittal Fee $5D•" Permit Fee $ CCF $ CO/CC $ Scanning Fee $ tw Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $� �� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip 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 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 $1500, 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. liyli>� absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Sig OWNER or AGENT The foregoing instrument was acknowledged before me this �%�� day of �l LA u 1 20 T by who is personally known to me or wh s produced L as identification and who did take an oath. NOTARY PUBLIC: r. CONTRACTOR The foregoing instrument was acknowledged before me this day of 20 by %}I��', 0 9 , who is personally known to me or who hasproduced�(() -FS32-SS8 3Y--49Y-(bs identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: Print: i Print: WdRMG T0kRISI '? My COMMISSION # FF964004 y.W My COMMISSION # FF964o04 Seal: EXPIRES February 23. 2020 Seal: ..Q, EXPIRES February 23. 2020 .�ni� iuur..� �.--'-"--- � .aU/� 3J807S3 Frw.w......e-may- _.r APPROVED BY Plans Examiner Zoning 6 Structural Review Clerk 8/9/2018 Property Search Application - Miami -Dade County it S k Fb` CE i ,,. PR 0E R`f A PP ;., fi .. Summary Report Property Information Folio: 11-3206-014-0575 Property Address: 448 NE 96 ST Miami Shores, FL 33138-2734 Owner GEORGE SEMIEN Mailing Address 448 NE 96 ST MIAMI SHORES, FL 33138 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 5/5/0 Floors 1 Living Units 1 Actual Area 5,711 Sq.Ft Living Area 4,591 Sq.Ft Adjusted Area 4,950 Sq.Ft Lot Size 10,725 Sq.Ft Year Built ............. 2007 Assessment Information Year 2018 2017 2016 Land Value $321,854 $321,854 $267,952 Building Value $690,525 $698,198 $705,870 XF Value $37,970 $38,392 $38,813 Market Value 1 $1,050,3491 $1,058,4441 $1,012,635 Assessed Value 1 $994,178 $973,730 $953,703 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $56,171 $84,714 $58,932 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 2 PB 10-37 LOT 3 & E1/2 OFLOT 4 BLK 53 LOT SIZE 75 X 143 OR 23351 2748 0305 1 Generated On : 8/9/2018 Taxable Value Information 2018 2017, 2016 County .. Exemption Value $50,000 $50,000 $50,000 Taxable Value $944,178 $923,730 $903,703 School Board Exemption Value $25,000 $25,000 _ $25,000 Taxable Value $969,1781 $948,730 $928,703 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $944,178 $923,730 $903,703 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $944,178 $923,730 $903,703 Sales Information OR Previous Price Book- Qualification Description Sale Page 03/19/2010 $801,000 27224- Financial inst or "In Lieu of Forclosure" 2932 stated 11/17/2009 $1,238,039 27136- Financial inst or "In Lieu of Forclosure" 4815 stated 01/01/2008 $0 26184- Sales which are disqualified as a result of 4591 examination of the deed 11/01/2006 $420,000 25146- Sales which are qualified 3338 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version Notice to Owner - Workers' Corn Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fait: (305) 756,8972 nsation Insurance Exem Florida .Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. 5 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project. prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in. the construction industry who employs one or more: part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of tax; corporation in the records of the Florida Nvartment of State, Division of Corporations; and 3, The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions arc valid for a period of two years or until a voluntary rc,.v ration is filcd or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your projcct. In these circumstances, Miami Shores Village does not require verification of ,*Nwkecrs' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Z&V- Owner State of Florida County of Miami -Dade The foregoing was acknowlcdgc before me this ,15 dx day of , 20a-L. By who is personally known to me or has produced as identification. Notary: FANNY LEON ` MY COMMISSION # GG000706 SEAL: > x, °° EXPIRES July 24. 2020 • 7TT N.W. T2Ad A VENUE SIR7E 7025 suRv" N& 1B • OOMIS ��12. JOHN IBARRAA A.S,SQCCj,INC. FAX: (]n2820101 LA);D SVRVkYCW : ' : : SHMN06 2 OF 2 DRAWN BY; KEW • • • • • • • • BOUNDARY SURVEY 0 SC- = 1' -� . • . . . . .. • . .. . .. . . . . . . . . . . . . . . 6 . . ... . ... . AMENDED PLA70F IOAMI V. PKS _SECTION FOUR(P.S. 15. PC. 14) F.IP V7 FIPSFr I FI1P;7 M G 4CAL IPUCK PS STEin 1 wut LFiflaL Q 17Ct' aor 3 ' a1o'cx I I - x ••: . n. T11E EA$T DR H&FOFLOT a �I'mLOT-S �Q' �. RPIP Lor-7 7C;. 0cBLOCK- 67 . o 10 25 BLOCK - 6JBLOCK-53 OFLor.I_BLOCK Lw . u " x.IK► I 1327a•w.F. i AC c` A a'w.F. 1 + PATIOI 1J 01' - 1 encK w�a Pam 1009 ss1� N MUCK WICK '0tr, I O.W a nAe oLAe AAa►m o. is cL ' . �wI LOT -20 # LOT •21 I LOT -u ! LOT -it BLOCK - u ( SLOCC - S7 BLOCK - 51 BLOCK - at ( I I €.VC*04[7t.gE.%7%N*0 2S: (A) S—h "k ydie S:*- PnWgr Ar" Onfic", En--c*LV 1-15 ficr Ate},. St RITFOI'S.\'OrL: •?bM- My he rAO~FA. dw 1%6& Rrwr+i.o dwwn.. Ur Burley. 1%. pip- d [hm *mv"- b Ibr ur in okmn wL 7'ab l..ura.er"d PI mofta.d ak"Id nw b...d w Ctomwn pa r7�1 . . . ... Build new Pergola Retractabi d Avvrninb.•. : ; Free Standing Sky Roof cclnopy:ouer o08'x:l4!, =AMS POST 5.31 x5.31 \ I VVI J.JIA.01 Ground View Scale 1/16= 1'-0" Ground View Scale 1/16= 1'-0" Foundation plans ,POOLI Ground View Scale N.T.S. Foundation plans ONCRETE BASE 2'X2' POST 5.31 x5.31 11'-6 5/8" CV M L0 LID L0 M _ 13'-6 3/4" — DETAIL 1 Foundation plan Ground View Scale 1/1 6= 1'-0" Install the base fixings by means of screws(Sta in less steel) leaving all the bases correctly leveled For a concrete floor open holes with a drill to place the screws that fix the base DRILL HOLE FOR FASTENER INSTALLATION POST 5.31x5ll ONC I N—NY� , NIL! 1-N�UII��UIIII�Y� 1®_ II�G�I15 QIv njun N -1��=�=r1=11= BASE 2'X2' 1® 3/8" X 2-3/8" BOLTS STAINLESS / STEEL SCREW TO THE GROUND WITH SCREWS SUITED TO THE CI IPPr)PT DETAIL 1 Pergola Retractable Awming free standing NEW 4'-0" H. CHAIN SCALE: N.T.S. vm-mrov" a% r • cim TT1I�T1T Notes: 1) INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS 2) ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. SCOPE OF WORK Build new Pergola Retractable Awming Free Standing Sky Roof canopy over 8'x14' No plumbing, mechanical, electrical work is permitted under this permit. Contractor EVALEX.LLC 1674 MERIDIAN AVE UNIT #320 MIAMI REACH. FL 33139 Cvale.o(f�c.�9rrwl.ran Office Phone :(305-798-5789 Novacek.Nicolas@gmaii.com PROJECT SITE: Jorge Semien 448 NE 96th St Miami Shores, FL 33138 DRAWING BY: SCALE: A.A. SEE DRAWINGS DATE: PAGE 2 07/17/2018 OF8 . . ... . . . ... .. •. . . . .. •. . . . • • • . . . . . Left trorfsversa0 • : : .:. beam Frame end Left support • " •. / beam Ledger beam I � ►�.�.; • • _ , :�. �. •.blade•§• .. Left gutter iyD tight Header support beam Right onsversal Right gutter o beam ler o, a Structural bracket I �( 0 � o post �o ;o sole p Placement the sole plate either of the post sole plate sole late Notes: 1) INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS 2) ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. SCREW IN WITH SCREWS 1 /4"X2" STAINLESS STEEL colunm 5.31 x 5. SOLE PLATE Scale N.T.S. 5.31 liw.7ru SCOPE OF WORK Build new Pergola Retractable Awming Free Standing Sky Roof canopy over 8'x14' No plumbing, mechanical, electrical work is permitted under this permit. Contractor f EVALEX.LLC 1674 ME 0IAN AVE — r *320 M. BEACH. FL 33139 Office Phone :(305-798-5789 Novacek. Nicolas@gmail. coi PROJECT SITE: Jorge Semien 448 NE 96th St Miami Shores, FL 33138 DRAWING BY: SCALE: A.A. SEE DRAWINGS DATE: PAGE 3 07/17/2018 OF8 ETAIL 3 5.31 x 5.31 ... . . • .. . ... .. .. . . .. . . . . . ••. •. . . . . • . ,POST 5:31 x 5.: 00 • • • • • - . ••• 4 • • • •• • LA • . •• • . iT M • • • • . • • co DETAIL 2 N Landscape to remain ELEVATION ( LOOKING EAST) Scale: 1/16 = 1'-0" R,_n11 ELEVATION ( LOOKING SOUTH) Scale: 1/16 = 1'-0" Build new Pergola Retractable Awming Free Standing Sky Roof canopy over 81xl4' THE POSTS TO OF USING SCREWS i/8" STAINLESS DETAIL 3 SCALE N.T.S. 3/8" X 2-3/8" BOLTS STAINLESS STEEL SCREW TO THE CONCRETE BASE WITH SCREWS SUITED TO THE SUPPORT 3/8" X 2-3/8" BOLTS STAINLESS STEEL SCREW TO THE CONCRETE BASE WITH SCREWS SUITED TO THE SUPPORT 31 x 5.31 BASE 2'X2' GROUND VIEW Scale: 1/16 = 1'-0" 5.31 x 5.31 7% - : t 'y . DRILL HOLES IN THE CONCRETE BASE WITH A DRILL BIT SUITED TO THE SUPPORT DETAIL 2 SCALE N.T.S. CVJI rnv� SCREW THE POSTS TO Notes: THE ROOF USING SCREWS 1) INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS 3/8"X1-5/8" STAINLESS STEEL 2) ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT • MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. SCOPE OF WORK 11 Build new Pergola Retractable Awming Free Standing Sky Roof canopy over 8'x14' No plumbing, mechanical, electrical work is permitted under this permit. IContractor : _y EVALEX.LLC 1674MEWD-AVE .- .330 M. BEACH. FL 33139 Office Phone :(305-798-5789 Novacek.Nicolas@gmail.com PROJECT SITE: Jorge Semien 448 NE 96th St Miami Shores, FL 33138 DRAWING BY: SCALE: SEE A.A. DRAWINGS DATE: PAGE 4 07/17/2018 OF8 Assembly Pergola Retractable Awming • • • . • • .....• • • • .... . Free Standing Sky Roof canopy over 8'xZ' • % . ��;-- • • - - S(C4 I • ARGE GROUND VIEW Scale: 1/16 = 1'-0" PART A-B-C PART B: RAISED PROFILE PART B: RAISED PART C: RAISED PROFILE PROFILE STEP 1 / PART A / GUTTER PLACE SMALL PERGOLA RETRACTABLE ON THE SMALL GUTTER LARGI Notes: 1) INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS 2) ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. ?GE GUTTER SMALL GUTTER STEP 2 / PART A / GUTTER SCREW THE SQUARES TO THE GUTTER WITH SCREWS 1/4"X 1/2" SMALL GUTTER 3 / PART THEN PLACE THE LARGE GUTTER BEFORE PLACING THE LARGE GUTTER, PUT MASTIC ON THE SMALL GLUTTER. SCREW THE PERGOLA TO THE LARGE GUTTER WITH SCREWS 1/4"X1/2" SCREW THE SQUARES TO THE GUTTER WITH SCREWS 1/4"X 1/2" MASTIC SCOPE OF WORK Build new Pergola Retractable Awming Free Standing Sky Roof canopy over 8'x14' No plumbing, mechanical, electrical work is permitted under this permit. 1 Contractor : I EVALEX.LLC 1674 MEBIDIAN A- UHIi 320 MIAMI BEACH. FL 33I3'I Cra�eroRce�9mwi.raen Office Phone :(305-798-5789 Novacek.NicolaslaDamail.co PROJECT SITE: Jorge Semien 448 NE 96th St Miami Shores, FL 33138 DRAWING BY: SCALE: A.A. SEE DRAWINGS DATE: PAGE 5 07/17/2018 OF8 Assembly Pergola Retractable Awming . • • • • Free Standing Sky Roof canopy over 8"4+; GROUND VIEW Scale: 1/16 = V-0" PART A-B-C PART B: RAISED PROFILE PART B: RAISED PART C: RAISED PROFILE PROFILE .•.:. STV.P 1 / ASSEMBLY OF PART B • • • • • • 1 • • • PART B: SMALL • • • • • DA IQCn DD(11=11 C • B: LAF =n DDI 2T B: LARGE ISED PROFILE PART B: SMALL RAISED PROFILE fle: N.T.S. L PERGOLA RETRACTABLE ON tISED PROFILE ILL IN THE AXIS OF A SMALL OFILE RAISED TO 3-7/8" FROM THE GE, THEN EVERY 1'-75/8", A \METER OF 1/4" USING A DRILL BIT. PEAT THE OPERATION ON 2 HER LARGE RAISED PROFILES. PART B RAISE[ \y PART B: LARGE RAISED PROFILE STEP 2 / ASSEMBLY OF PART B POSITION THE 4 DRILLED RAISER PROFILES ON TRESTLES STEP 3 / ASSEMBLY OF PART B PART B: SMALL RAISED PROFILE .L ILE kRES TO i SCREW THE Scale: N.T.S. SQUARES TO THE GUTTER WITH STEP 4 / ASSEMBLY OF PART B SCREWS 1/4"X 1/2" PART B: SMALL RAISED PROFILE MASTIC Notes: 1) INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS 2) ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. PART B: LARGE PROFILE, PUT MASTIC ON THE SMALL RAISER PROFILE. SCREW THE PERGOLA TO THE LARGE RAISED PROFILE WITH SCREWS 1/4"X1/2" SCOPE OF WORK 1 Build new Pergola Retractable Awming Free Standing Sky Roof Canopy over 8'x14' No plumbing, mechanical, electrical work is permitted under this permit. Contractor : EVALEX . LLC 1674 ML IUD, AN AVE UNIT "1U MIAMI BEACH, FL33139 L'vai".oMce•9ma�.mm Office Phone :(305-798-5789 )vacek.Nicolas@gmail.com PROJECT SITE: Jorge Semien 448 NE 96th St Miami Shores, FL 33138 DRAWING BY: SCALE: A.A. SEE DRAWINGS DATE: PAGE 6 07/17/2018 OF8 Assembly Pergola Retractable Awming Free Standing Sky Roof canopy over 8414: ':' :. .; •; • • . • • • • • . . • O • • N I!I f It 1111 lip p GROUND VIEW Scale: 1/16 = 1'-0" PART A-B-C PART B: RAISED PROFILE PART B: RAISED PART C: RAISED PROFILE PROFILE STEP 1 / ASSEMBLY POSITION B OVER PART A FA SCREW THE SQUARES /TO THE GUTTER WITH L SCREWS 1/4"X 1/2" PART B PART A / SCREW THE SQUARES TO THE GUTTER WITH 1 SCREWS 1/4"X 1/2" P 2 / ASSEMBLY POSITION C ON ASSEMBLY AB am Notes: 1) INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS 2) ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. C am SCOPE OF WORK Build new Pergola Retractable Awming Free Standing Sky Roof canopy over 8'x14' No plumbing, mechanical, electrical work is permitted under this permit. Contractor EVALEX.LLC 1674 MEA1nj A- u— -320 .A. BEACH. FL 331" Office Phone :(305-798-5789 Novacek. cory PROJECT SITE: Jorge Semien 448 NE 96th St Miami Shores, FL 33138 DRAWING BY: SCALE: A.A. SEE DRAWINGS DATE: PAGE 7 07/17/2018 OF8 is • • ••• • • • ••• Assembly Pergola Retractable Awmidg • ; ; •; Free Standing Sky Roof canopy over 8'xt.4'.;. GROUND VIEW Scale: 1/16 = 1'-0" 3/4 PLACE ALL BLADES ON THE BLADE SUPPORT BLADE ASSEMBLE THE BLADE / SLOT TOGUETHER THE 5 FOLLOWING PARTS STAINLESS STEEL SHAFT 138/12 BLADE PLUG 2 Scale: N.T.S. Notes: 1) INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS 2) ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. BLADE PART 2 BLAD SUPP BLADE SUPPORT 1/4"X 3/4" SCOPE OF WORK Build new Pergola Retractable Awming Free Standing Sky Roof canopy over 8'x14' No plumbing, mechanical, electrical work is permitted under this permit. Contractor : I 1 EVALEX.LLC I674 ME W DI AN AVE uNi r "330 MIAMI BEACH. rL 33139 [..a4at6ce®9msLre.n Office Phone :(305-798-5789 Novacek.Nicolas@gmaii.com PROJECT SITE: Jorge Semien 448 NE 96th St Miami Shores, FL 33138 DRAWING BY: SCALE: A.A. SEE DRAWINGS DATE: PAGE 8 07/17/2018 OF8 National Consulting Engineers, Inc. Certificate of Authorization # 8755 7255 SW 126th Street Pinecrest, FL 33156 Phone: (305) 321-7041 Fax: (305) 238-2362 Structural Calculations For Design of Aluminum Trellis r At 448 NE 96TH STREET,% MIAMI SHORES, FL. 33 04 NC18-282 October 29, 2018 • No. 54794 STATE OF '64 O A`1 Mohamed W. Fahm.y, Ph.D., P.E. Florida Registration Number 54794 Total Number of Pages: 11 Not Including This Page To the best of my knowledge, I performed, reviewed and checked all the structural calculations including computer generated calculations NATIONAL CONSULTING ENGINEERS, IN Structural Design And FEM Analysis Certificate of Authorization #8755 7255 S.W. 126th Street Pinecrest, FL. 33156 Phone: (305) 321-7041 Fax: (305) 238-2362 Mohamed W Fahmv, PhD, PE * 54794 Wind Calculations: Risk Category Exposure Wind Speed (mph) Height of Trellis (h) (ft) (Kz) from Table 30.3-1 Kd Kzt qZ = 0.00256*KZ*KZt*Kd*V2 (lb/ft) (30.3-1) Working qz = qz*.6 G Use Figure 27.4-4, 9 = 0 By inspection, Max. Uplift Coefficient [CN-] By inspection, Max. DownwardCoefficient [CN+] Loads: 448 NE 96TH STREET, JOB NO: DATE: NC 18-282 110/29/2018 FBC 2014 ASCE 7-10 2 C 175 15 0.85 0.85 1 56.64 33.99 0.85 -1.1 1.2 Dead Load (psf) [DL] 5 Live Load (psf) [LL] 30 Uplift Wind Load (psf) [Uplift] = Working qz*CN *G -31.78 Downward Wind Load (psf) [Downward] = Working qz*CN+*G 34.67 Case #1 DL + LL + Downward Case #2 Uplift + 0.6*DL Design of Joist Blade: Material Aluminum 6061-T6 Section As Shown Smin (in3) 0.33874 Span Length (in) [L] 96 Allowable Stress (ksi) 19.00 Width Resisting Loads in Y Direction (in) [Bx] 7.5625 WD(#/ft)=DL*Bx 3.15 WL (#/ft) = LL * Bx 18.91 WuPim (#/ft) = Uplift * Bx -20.03 WDownward (#/ft) = Downward * Bx 21.85 W1 (#/ft) = WD+ WL + WDownward 43.90 Case #1 W2 (#/ft) = WuPi;ft+ 0.6*WD -18.14 Case #2 Mx (in.#) = MAX.(W1,W2)*L2/8 4214.80 f (ksi) = Mx/S,i, 12.44 Status , 33138. For Trellis med N°: 7 9116" in 1 5/8" 515116" w L L L OK NATIONAL CONSULTING ENGINEERS, INC. Project: 448 NE 96TH STREET, MIAMI SHORES, FL., 33138. Structural Design And FEM Analysis Certificate of Authorization #8755 7255 S.W. 126th Street SUBJECT: Design of Trellis SHEET N°: Pinecrest, FL. 33156 2 Phone: (305) 321-7041 Fax: (305) 238-2362 JOB NO: DATE: DESIGNED BY: Mohamed W Fahmv, PhD, PE # 54794 INC18-282 10/29/2018 Ahmed Material Aluminum 6061-T6 Section As Shown Smi (in3) 4.57970 Span Length (in) [L] 168 Allowable Stress (ksi) 19.00 Tributary Width Resisting Loads in Y Direction (in) [Bx] 48 WD (#/ft) = DL*Bx 20.00 WL (#/ft) = LL*Bx 120.00 WUplift (#/ft) = Uplift * Bx -127.11 WD..ward (#/ft) = Downward " Bx 138.66 W1 (#/ft) = WD+ WL + WD..ward 278.66 Case #1 W2 (#/ft) = WDpl;d + 0.6*WD -115.11 Case #2 Mx (in.#) = MAK(W1,W2)*L2/8 81927.37 f (ksi) = Mx/Smin 17.89 Status �R1 (#) = W1*L/2 1950.65 Case #1 R2 (Uplift) (#) = W2*L/2 -805.76 Case #2 Material Section Smin (in3) L1 (in) L2 (in) Allowable Stress (ksi) Design For Case #1 R1 (#) RAf (#) = R1 * (L1+L2)/L1 RBI (#) = R1 - RAf MAt (#.in) = R1 * L2 f1 (ksi)= MA,/Sx Desiqn For Case #2 R2 (#) (Uplift) RA2 (#) = R2 * (L1+L2)/L1 RB2 (#) = R2 - RA2 MA2 (#.in) = R2 * L2 f2 (ksi)= MA2/Sx Aluminum 6061-T6 As Shown 4.57970 68 28 19.00 1950.65 2753.86 -803.21 54618.24435 11.93 -805.76 -1137.55 331.79 -22561.39 4.93 w OK R7 B L2 @ L1 Al RB1 Status OK a 3 ® L L1 RA2 RB2 Status OK NATIONAL CONSULTING ENGINEERS, INC. Project: 448 NE 96TH STREET, MIAMI SHORES, FL.. 33138. Structural Design And FEM Analysis Certificate of Authorization #8755 7255 S.W. 126th Street SUBJECT: Design of Trellis SHEET N°: Pinecrest, FL. 33156 3 Phone: (305) 321-7041 Fax: (305) 238-2362 JOB NO: DATE: DESIGNED BY: Mohamed W Fahmv. PhD. PE # 54794 NC18-282 110/29/2018 Ahmed Material Aluminum 6061-T6 Section As Shown Area (in2) [A] 1.43230 Sx (in3) 1.45099 Sy (in3) 1.49099 Allowable Stress (Ksi) [Fall] 19 Design Case Case #1 Stress Type Compression Applied Reaction on post (#) [R] = RA1 2753.861 E (Ksi) 9910.000 K 1.000 L (in) 100.750 1 (in4) 3.129 Area (in2) 1.432 r (in) 1,478 KI/r 68.168 Section Is Welded Yes Allowable Stress (ksi) 5.669 Fa (ksi) 10.982 Applied Axial Force (#) = R 2753.861 Allowable Applied Force (#) 15728.982 Status Design Case Case #2 Stress Type Tension Applied Reaction on post (#) [P] = RA2 -1137.55 f (ksi)= P/A 0.79 Status Len OK 4 5/16" NATIONAL CONSULTING ENGINEERS, INC. Project: 448 NE 96TH STREET, MIAMI SHORES, FL., 33138. Structural Design And FEM Analysis Certificate of Authorization #8755 7255 S.W. 126th Street SUBJECT: Design of Trellis SHEET N°: Pinecrest, FL. 33156 4 Phone: (305) 321-7041 Fax: (305) 238-2362 JOB NO: DATE: 110/29/2018 DESIGNED BY: Mohamed W Fahmy, PhD, PE # 54794 NC18-282 Ahmed Design of Footing: A. Check Uplift Roof Uplift (psf) -31.78 Own Weight Above Column # [OW] 250 Foundation Depth (ft) [D] 2 Foundation Length (ft) [L] 3 Foundation Width (ft) [W] 3 Foundation Weight (#) [Fw] 2700 Total Weight (#) [Tw] = FW+OW 2950 0.6*Tw (#) 1770 MAX. Uplift Load At Column (#) = RA2 1137.55 < 0.6*Tw Status OK B. Check Bearing on Soil Allowable Bearing on Soil (psf) [f bearing] 2000 MAX. Downward Load At Column (#) = RA, 2753.86 From Case #1 f (psf) = RA2 / (L*D) 305.98 < f bearing Status OK C. Check SMS Connection between Post and Base Plate: Number of screws used [n] 4 Screw size #14 Screw Material Stainless Steel Allowable Tension per Screw (#) [Tali_] 437.50 See Page 5 Applied Tension Load (#) [Ts] = RA2 1137.55 Check TS/Taii/n 0.65 Status OK D. Design of Anchor Bolts: Anchor Material HAS-R 316 SS Epoxy Type HIT -RE 500 Manufacturer Hilti Number of Bolts 4 Diameter (in) 3/8 Embedment Depth (in) 4 Applied Tension (#) [T] = RA2 1137.55 Factored Tension (#) = 1.6*T 1820.08 Calculations are given in pages 6 Thru. 12 NATIONAL CONSULTING ENGINEERS, I Structural Design And FEM Analysis Certificate of Authorization #8755 7255 S.W. 126th Street Pinecrest, FL. 33156 Phone: (305) 321-7041 Fax: (305) 238-2362 Mohamed W Fahmy, PhD, PE # 54794 Allowable Capacity for Shear: t1 (in) Ftu1 (Ksi) ns D Pns, (K)=2*F.1 D*tI*ns nu t2 (in) Ftu2 (Ksi) ns Pns2 Pns2 (K)=2*Ftu2 *D*t2*ns nu t2/t1 Pnss (K) = 4.2 * t2s * D * Ftu2 Pns Pas (K) = Pns/ns Allowable Capacity for Pull -Out Tension tc(in) D (in) Ftu2 (Ksi) Fty2 (Ksi) Asn Pat = Pnot/ns C t1 (in) Ftu1 (Ksi) Dws (in) Dh=D+1/16 Pnov = Ct1 Ftu1(Dws-Dh) Pnt Lesser of Pnot and Pnov Pat (K) = Pnt/ns 96TH STREET, MIAMI SHORES, FL., 33138. for SMS # 14 ISHEET N°: Metal thickness=.25 JOB NO: DATE: DESIGNED BY: NC18-282 110/29/2018 Ahmed 0.250 Thickness of Member in contact with screw head 38.000 From Table 3.3-1 3.000 0.250 Nominal Screw Diameter 7.308 From Equation 5.3.1.1-2 0.250 38.000 3.000 7.308 7.308 1.000 9.975 7.308 2.436 0.125 0.250 38.000 35.000 0.539 1.313 1.000 0.250 38.000 0.500 0.313 1.781 1.313 0.438 From Table 3.3-1 From Equation 5.3.1.1-3 From Equation 5.3.1.1-4 Minimum of Pns1, Pns2, and Pns3 From Equation 5.3.1.1-1 Section 5.3.2.1 (I-A-61) Minumum Value of tc is .06 inches Washer has a thickness of .05" www.hilti.us Profis Anchor 2.7.9 Company: Page: 6 Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: 10/30/2018 E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: HIT -RE 500 V3 + HAS-R 316 SS 3/8 hef,ect = 4.000 in. (het,limit = - in.) ASTM F 593 ESR-3814 1 /1120171 1 /1 /2019 Design method ACI 318-14 / Chem eb = 0.000 in. (no stand-off); t = 0.250 in. Ix x ly x t = 6.750 in. x 6.750 in. x 0.250 in.; (Recommended plate thickness: not calculated no profile cracked concrete, 3000, f�= 3,000 psi; h = 36.000 in., Temp. short/long: 32/32 °F hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar R - user is responsible to ensure a rigid base plate for the entered thickness with appropriate solutions (stiffeners,...) Geometry [in.] & Loading [lb, in.1b] z 0. a a jar 0 C X Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilo AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force 1 700 0 0 0 2 700 0 0 0 3 700 0 0 0 4 700 0 0 0 max. concrete compressive strain: - [%a] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 2,800 [lb] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] Anchor forces based on a rigid base plate assumption) 3 Tension load Page: Project: Sub -Project I Pos. No.: Date: 04 Profis Anchor 2.7.9 7 10/30/2018 03 v Tension x W Load Nua [lb) Capacity } N„ [lb] Utilization pN = Nua/+ N„ Status Steel Strength' 700 5,037 14 OK Bond Strength" 2,800 7,997 36 OK Sustained Tension Load Bond Strength" N/A N/A N/A N/A Concrete Breakout Strength" 2,800 9,297 31 OK " anchor having the highest loading "anchor group (anchors in tension) 3.1 Steel Strength Nsa = ESR value refer to ICC-ES ESR-3814 � Nsa >_ Nua ACI 318-14 Table 17.3.1.1 Variables Ase,N [in.2] fut. [psi] 0.08 100,000 Calculations N__ tthl Results Nsa [lb] steel Nsa [lb] Nu. [lb] 7,750 0.650 5,037 700 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROMS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of HIM AG, Schaan www.hiltims Company: Specifier: Address: Phone I Fax: E-Mail: 3.2 Bond Strength No ANa 1 ag — (AN 8 11� ec7,Na XV ec2,Na kV ed,Na 41 cp,Na Nba Nag Nua ANa = see ACI 318-14, Section 17.4.5.1, Fig. R 17.4.5.1(b) _// ANaO — (2 CNa)z CNa - 10 da 1100 f 1 4recNa-`1+eN/s1.0 CNa/ W ed,Na = 0.7 + 0.3 (Can) 5 1.0 IVcp.Na =MAX Ca.mnCNe — — 5 1.0 Cac Cac Nba =?.a' Tk,c' rz' da' hef Page: Project: Sub -Project 1 Pos. No.: Date: ACI 318-14 Eq. (17.4.5.1.b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.5.1 c) ACI 318-14 Eq. (17.4.5.1d) ACI 318-14 Eq. (17.4.5.3) ACI 318-14 Eq. (17.4.5.4b) ACI 318-14 Eq. (17.4.5.5b) ACI 318-14 Eq. (17.4.5.2) Variables T k,c.unv [PSI] da [In.] her [In.] Ca.min [in.] T k,c [Psi] 2,491 0.375 4.000 15.153 1,315 ec1.N [in] ec2.N [in.] Cac [in] X a 0.001 0.001 7.275 1.000 Calculations CNa [in.] AN. [in.2] AN.0 [in•2] tV ed,Na 5.618 250.57 126.23 1.000 W ect,Na V ec2,Na V cp.Na Nba [lb] 1.000 1.000 1.000 6,199 Results Nay [lb) bond Nay [lb] Nu. [lb] 12,303 0.650 7,997 2,800 L 1 1 n OU Profis Anchor 2.7.9 8 10/30/2018 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of HIM AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: 3.3 Concrete Breakout Strength Ncbg = ( ANc IV ec,N 1V ed,N lV c,N 1V cp,N Nb ANca ACI 318-14 Eq. (17.4.2.1 b) ,p Nu,g 2 Nua ACI 318-14 Table 17.3.1.1 ANc see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) ANco = 9 het ACI 318-14 Eq. (17.4.2.1 c) 1 III ec.N = 1 + 2 eN 51.0 ACI 318-14 Eq. (17.4.2.4) 3 het W ed,N = 0.7 + 0.3 (ca,min )5 1.0 1.5her ACI 318-14 Eq. (17.4.2.5b) W cp.N = MAX(ca-min 1.5hef) 5 1.0 ACI 318-14 Eq. (17.4.2.7b) cac Nb II,. ��cac = ^c %a VTc hef5 ACI 318-14 Eq. (17.4.2.2a) Variables her [In] ec1,N [in.] ec2,N [in.] ca.min [in.] W c.N 4.000 0.001 0.001 15.153 1.000 cac [in.] kc ; a f. [psi] 7.275 17 1.000 3,000 Calculations ANc [In_21 ANc. [in.21 W ec1,N I{I ec2,N W ed,N 276.55 144.00 1.000 1.000 1.000 Results Ncbg [lb] concrete Ncbg [Ib] N. [lb) 14,303 0.650 9,297 2,800 Profis Anchor 2.7.9 9 10/30/2018 III cp.N Nb [lb] 1.000 7,449 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROMS Anchor (c) 2003-2009 HIM AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Profis Anchor 2.7.9 Company: Page: 10 Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: 10/30/2018 E-Mail: 4 Shear load Load V a [Ib] Capacity +Vn [Ib] Utilization Ov = V a/* Vn Status Steel Strength' N/A N/A N/A N/A Steel failure (with lever arm)' N/A N/A N/A N/A Pryout Strength (Bond Strength controls)' N/A N/A N/A N/A Concrete edge failure in direction'" N/A N/A N/A N/A anchor having the highest loading "anchor group (relevant anchors) 5 Warnings • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc.). This means load re -distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The 0 factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • Installation of Hilti adhesive anchor systems shall be performed by personnel trained to install Hilti adhesive anchors. Reference ACI 318-14, Section 17.8.1. Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 HIM AG, FL-9494 Schaan Hilti is a registered Trademark of HIM AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: 6 Installation data Profis Anchor 2.7.9 Page: 11 Project: Sub -Project I Pos. No.: Date: 10/30/2018 Anchor plate, steel: - Anchor type and diameter: HIT -RE 500 V3 + HAS-R 316 SS 318 Profile: no profile Installation torque: 180.000 in.lb Hole diameter in the fixture: df = 0.438 in. Hole diameter in the base material: 0.438 in. Plate thickness (input): 0.250 in. Hole depth in the base material: 4.000 in. Recommended plate thickness: not calculated Minimum thickness of the base material: 5.250 in. Drilling method: Hammer drilled Cleaning: Compressed air cleaning of the drilled hole according to instructions for use is required R - user is responsible to ensure a rigid base plate for the entered thickness with appropriate solutions (stiffeners,...) 6.1 Recommended accessories Drilling Cleaning Setting • Suitable Rotary Hammer Compressed air with required accessories Dispenser including cassette and mixer • Property sized drill bit to blow from the bottom of the hole - Torque wrench • Proper diameter wire brush 11 Coordinates Anchor in. Anchor x y c_x c+x c.y c+y 1 2.686 0.954 20.884 15.513 18.793 16.884 2 0.955 -2.686 19.153 17.244 15.153 20.524 3 -0.954 2.685 17.244 19.153 20.524 15.153 4 -2.685 -0.955 15.513 20.884 16.884 18.793 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor( c) 2003-2009 Hilti AG, FL-9494 Srhaan Hilti Is a registered Trademark of Hilti AG, Schaan www.hiltims Company: Specifier: Address: Phone I Fax: E-Mail: 7 Remarks; Your Cooperation Duties ' Profis Anchor 2.7.9 Page: 12 Project: Sub -Project I Pos. No.: Date: 10/30/2018 • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan