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RC-19-1082Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: Location Address Parcel Number 955 NE 92ND ST, Miami Shores, FL 33138 1132060060050 Contacts Permit NO.: RC -06-19-1082 Permit Type: Building (Residential) Work Classification. Atteradon Permit Status: Approved Expiration: 11/18/2019 ERIC FLECHET Owner PQS POOL AND PATIO RENOVATIONS LLC Contractor 955 NE 92 ST, MIAMI SHORES, FL 33138 MICHELLE CASTILLO Other: 3053350870 Business: 8666472846 Mobile: 8666472846 Re Description: 3" INSULATED PATIO ROOF WITH CONCRETE Valuation: $ 8,100.00 305_76Inspection on Re Requests:-- FOOTING Total Sq Feet: 140.00 Fees Amount Application Fee - Other $50.00 CCF $5.40 DBPR Fee $3.65 DCA Fee $2.43 Education Surcharge $1.80 Permit Fee $193.00 Scanning Fee $9.00 Technology Fee $6.08 Total: $271.36 Building Department Copy Payments Date Paid Amt Paid Total Fees $271.36 Check # 1960 05/22/2019 $271.36 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 thpall the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an zoning. u hermore, I authorize the 9bove named contractor to do the work stated. Authorized Signature;�v�ne�� Applicant / Ccintractbr / Agent Date May 22, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Villa1.ge-}Va Building Department MAY 14 2019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 - INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2611 �. Master Permit Sub Permit 0BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP \ 1 CONTRACTOR DRAWINGS q JOB ADDRESS: SSS F I-LnA ST(`P.� Folio/Parcel#: 1 — 3Zd(- '0O� ' �� Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder) Address: S 0 t Gr Phone#: City: K� l k KJtat_ State: t� (O R•I CQ� Zip: Tenant/Lessee Name: Phone#: Email: rr, CA—!3i C— Syo- Q1 IJ b \ YY\A. r ct� yyl CONTRACTOR: Company Name: Dal �b (!My"Phone #: Address: X52 City: pcGM `i. <�<- - �i fok� e s State: Po 0-'t &tl' _ Zip: Qualifier Name: 1 ` t CN C IC -'ST'. O Phone#: q-(�% —(egg 7 State Certification or Registration #: C (0 �IoS a•S� 09 Certificate of Competency #: DESIGNER: Architect/Engineer: Nie G !V /N Phone#: Address: City: State: Zip: C) Value of Work for this Permit: $ t � �-� � () Square/Linear Footage of Work: �Q � � _ Cleo, � Type of Work: ❑ Addition ❑ Alteration E " New ❑ Repair/Replace ❑ Demolition �a•�� Description of Work: it BUJ S U 1 G._. r.— 1 4.ti. "v / as Specify color of color thru tile: Submittal Fee $A�� Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ k - 3 6 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 Zi 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 buil ' g permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be chargfe� r � e? C Signature Signature OWNER or AGE CONTRACTOR The foregoing instrument wa ackno ledged beforelme this 1 1 ' day of 20 /1 by � A/(64- leo—A who is personally known to me or who has produced D/L/ t)e8 4 i A2dpS as identification and who did take an NOTARY PUBLIC: Sign: � Print: (5/6 -Ar" A A) The foregoing instrument was ack owledged before me this da of 20 /9 , by r C�( e C. who is personally known to me or who has produced R/✓e4SS •/+IQA:3J as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Seal: '.� ELOINA94,\ EZ `= Notary Pub = •: •- rida = Commiss009 ******* `s*** Apri APPROVED BY Plans Examiner N�//�►f� Structural Review (Revised02/24/2014) Ei ",jA HERNANDEZ y Public - State of Florida 4-4, - Co In mission #f00099009 �a?{i�****�'iy�d�O1R11fiMi0M ** ************ 1030. 202 Zoning Clerk PQS WWW.POOLPATIORENO.COM PG®PATIO �RENOVA® PH/FAX: (866) 64 -PATIO (72846) NAME rlar'c1 Flerhrf DATE 1 ADDR CITY / I iqM 10faS STATE -' L ZIP 1311 N. DOUGLAS RD PEMBROKE PINES, FL 33024SUPERSE" R'�� BBQ a INFO 9POOLPATIORENO. COM }'AWA KID Ci HOME PH 3o5- Dg�_77�aY CELL PH E-MAIL MA,�R SV09(10 1(90MOLJ ¢an GATE CODE COMMUNITY NAME ENGINEERING AfFD BUILDING PERMIT FINISHES 7 FASTENERS STRUCTURAL ENGINEERING 175MPH ` METAL TO METAL: ' NYLONHEADTEKl , AAF GUIDE BOOKI�SRE�PE�IF ENGWEERING BI�UCENSED STi1UCTURAL ENGINx EE_R $ -1, - ti la METAL TO CONCRETE: TAPCONS CITY PERMIT FEE: (CUSTOMER TO REIMBURSE FEE AMOUNT PAID BY OWNER PAID BY POS PRIOR TO WORK). j SCREEN MESH PERMIT PROCESSING $ 7`� Z'r SCREEN MESH BRAND: j w_PHIFER BRANDiUSA)_� WITHIN 5' OF POOL? ELECTRIC BONDING PERMIT $ I%,/I MANSARD HALF MANSARD GABLE ROOF PROFILE: 1 STORY 12 STORY MAX SPAN:BEEN ��mmmolm BEEN MAIN SCREEN MESH: 18/14 MESH (INCL) I 20/20 I SUPER SCREEN (HEAVY) S.F. X $ . $ BELOW CHAIR RAIL: 18/14 MESH (INCL) I 20/20 I SUPER SCREEN (HEAVY) - ROOF AREA: -S.F. X PER- $_3 / Soo S.F. X$ $ TRANSOME WALLS: S.F. X I� PER- $ 1 00 STRUCTURAL GUTTER: 5' 7' LF. X( PER- $ �-• OG DOORS DOOR COLOR: WHITE BRONZE STYLE' METAL GAUGE: ENGINEERED!;iC(G;' ALUMINUM ALLOY: :600STSA GUSSETT PLATE: CR_EF_N.MALL•%ERAMIN WALL MAX HEIGHT: S.F. X PER- $ KICK PLATE: 87/167/24736" LF. X PER- $ BRACING METHOD: K -BRACE 11/4' SS CABLE L.F. X PER- $ Notes LICENSE # CGC1525709 DOUBLE DOOR (72*) EA X .$ PET DOOR ❑ MEDIUM LARGE EA X .$ PROJ ECT TOTAL: PRICES AND SPECIFK.ATKINS ON EITHER SIDE OF THIS CONTRACT PAYMENT SCHEDULE: ARE AGREED UPON BY BOTH PARTIES. VERBAL REPRESENTATIONS ALL PAYMENTS MUST BE MADE PAYABLE TO: ARE IMMATERIAL AS THIS IS THE ENTIRE AGREEMENT. 'CRRI�L' `ITICES ABOVE THE ACCURATE, ESTFMAUJ x117/1_`,1 POS POOL & PATIO RENOVATIONS TO ENGINEERING AND PERMIT 30Ye $ ACCEPTED BV WORK COMMENCEMENT 30%$ y G PURCHASER 1 ^ FRAMING COMPLETION 30%$ J. �'ppi 3/0' PURCHA1S 2, FINAL COMPLETION !R Q DATE _.3 I -I TOTAL CONTRACT AMOUNT $ _g , too General Contract Conditions General;The Owner of the property being worked on (hereinafter referred to as the Property') Is hereinafter refered to as the *Omer", the parry performing such work is POS POOL AND PATIO RENOVATIONS LLC is hembaBerre@tred to as the'Comactor, and the Owner and Contractor are hereinafter individually referred to as a Tarty' and/or collectively refereed to as the'Panles', as the context may require. Ali fsuch walk (herelnaheroferred to as the *Worn shag be completed in a workmanlike mannerand conform to the attached spedfiatiom and standard building practices based on similar contractor in the locality in which the Work is being performed as ofthe rate(s) when the Work is completed. UtheWork involves extra costs. labor or time, the Ownershall pay a charge owrand above the agoed-upon price forsuch exha Work as mutually agreed upon between theloarfin upon completion ofsuch extra Work. Work will start approximately two to four (24) weeks following permit approval, ifappliable. Owner agrees to the payment schedule included in this Contact. Owner agues to sign a completion cerifiam upon substantial completion OFtheWorkas determined byIndustry standards. Ownerundersands that government authorities, homeowners assodadans and/or other governing entities require a recent copyofa sitesurvey f rmost pmjem and possibly other requirements and, assuch, Owner must obtain and payfor any of same at in sole expense. By execudng this Contact Owner expressly accepts and authorizes all specifications, prices and renditions In this Contract acknowledges an full understanding of all terms and conditions stated herein, and agrees to the scope ofWork detailed herein as more filly described in the attached specifications. Permits and Governing Authorities: Contactorshall not be required to obtain permits or plans unless this Contact expressly specifies that contractor is required to do so. Ifrequested, Contracroris granted the right to obtain basic permits in the name ofthe Owner. Ownershall obtain all necessary permits prig to the commencement of Wod, by Contractor, Imlm Owner specifies in a written statement that Owner don notwish to obtain permits and that Ormerspecifially assumes all responsibilities and liabilities that mayarise from Insuffident permits including, but not limited to: permit fees, excess fen, penalties, fines, code enforcement proceedings, assessments and anyand all other charges and, In addition, Owner agreesto hold harmless and indemnify contractor in connection with anyadwrse matters which may arise as a multthered.. Became of possible delays in obtaining pans, completion of engineering and conditions resultinghom the custom nature of products, Owner admowledges that Contractor might not be able to appy forthe necessary building permitswlthin thirty (30) alendardays as required by489.126, Florida Statutes and Owner therefore expresslywaiin that requirement. Contractoragmesto act in good faith and make every effort to apply for all necessary and applicable permits within a reasonable time under thespecificcircumdances ohhe Work.Omer accepts full and sole responsibility foranyand all condittomfa permit approval placed by any and all government authorities. Owner adntowledgerthat actors, such as location and community ordinances, may require additional Work, including labor, for changes in such Items as a mull thereof Induding, but not turned to: exterioranthedc design, septic system, humane protection, HVAC systems, energy and landscape features, etc, all of which Dmeragrees to accept and to pay farall of same. Existing Structures and Systems: Construction using anyexisting foundation is donewith full knowledge, understanding and consent of Owner. Any foundation Work will be charged accordingly unlet otherwise spedfied. Ownerwaives all mponsibilityarladktyon the part of Contractor for leaks found In orresulting from the existing building, moron attachment to the Asda of an existing house taw. Owner acknowlecigesthm some roof leaks ofexisting structures may travel extensively and might not become evident until intruding Into a sumoom orotherstmdure and agrenthat Contractor is underno obligation to discover orrepair any existing problems ofesdsting building. Owner shall have the sale respons@Ilryto correct any leaks found above the connection point with the surmom m0theraddition, or attributed to existing roofing materials. Should it be determined that a leak in a new structure has been caused by preexisting roof conditions, Ownershall be solely responsible for all materials and laborcosts Incurred by Contractor to Investigate and discover the cause. Conl- auris notobligatedto correct any damage aused by termite, dry not, decay or the like unless otherwise specified in writing. No modifications to existing structure, electrical systems, plumbing, orservices of any kind are included unless spedfically outlined In this Contract. Insurance and Damages: Contractor shall any worker compensation and property damage and liability Insurance as required by existing law. Owner shall any fire Insurance and extended coverage of Insurance polices for the Property and for the Work to fug replacement value. Contactor shall not be held responsible or liable far damage or less caused to any part of the Property, including its interior, by any acts, events and or occurrences beyond the Contactors control Including, but not limited to: acs of God, Inclement or abnormal weather conditions, Including min orwder damage, those caused by dot war, terrorism, labor strikes, etc :., ser agree to maintain adequate Insurance against sudi losses. Contractor and its workers arc not responsible or liable for damage or toss to driveways, woks or other structures, or to vegetation, including but not Iimi"to awns, free and shmb%or to any other personal property, inside or out, which are not directly caused by Contractor or its workers or by movement of trucks, equipment, materials or debris. Work Performance and Delays: Owner shag at all times make the Property reasonably available and accessible to contractor and Contractors mixemetaUves, workers and/or subcontractors. Omer agrees; that Contactor shall not be held responsible when progress on the Work is affected by governmental autho titles and bodies; avaltabllity of materials; unfavorable weather, the performance of other connectors andlor subcontadom and/or suppliers and vendors ofsuch contractors and/or subcontractors; and by changes that maybe made by Owner or necessitated by actions lather trades. Any work ordered by Omer not Included in this Contact shall be deemed extra Work and shall be reduced to writing in a change Order tonally agreeable to both Parties and shall thereafter became a part ofthe Work and all provisions hereunder shall be construed accordingly. Where possible, the type and amount for such extra Work shall be determined in advance, with Own paying for all of such extra Work at the commencement of same. Notwithstanding anything to the contrary contained herein, Contractor shall have the right to stop any and all Work if any payments are not made when due, regardless ofwhat partici larWorksuch non-payment(s) Ware In relation to. Payment Schedule: Owner agrees to make payments as provided below. A Engineering Paymml of 30%Is due of signing of this Contact; L Pemh Approval payment shag be due Immediately upon approval of basic peredu by gaming authorAles; C Framing payment 6 due upon Installation of basic nmdurd laming, and prior to Installation of glue, screen avyik down, svIndom, or Icon or my kind; L Comph nom Payment 6 to be made A. ms m atm and pp -10 the Work by the I oal budding outhe r ton, k applicable, or the by Owner In OmwrY reasonable disnmm; and E. emradw may assts a Ira fee o(S% ofthe amountdue on any delinquent payment or1a% per annum on she Iain unpaid Indebtedness, vmhewrb gmarec Owners cancellation of the Work, for any and/or no reason whatsoever after midnight of the third (3rd) calendar day after execution of this Contact by both of the Partin (hereinafter refered to as the 'Effective Date) shall entit a Contractor to main/obtaln the 30% Engineering Payment which is considered and agreed upon by the Parties to be reasonable, liquidated damage, however, notwithstanding the foregoing, no refunds of any amounts shall be allowed where Cancellation occurs after approvals by permit and other governing authorities and, instead, because every construction project Is unique and materials art not aceto be mused an other projects, where Cancellation occurs after such approval of the pertaining authod% the total price for all riche Work shall he due upon any such Cancellation notwithstanding anything to the ternary contained herein. Any refusal or delay of the Work by Owner for any and/or no reason whatsoever after signing of this Contract may result In a warehouse storage fee of $50.00 dally In the sole and absolute discretion of the Cantradn, which is separate and apart ofarty other remedies which Contractor has hereunder as a result thereof. Contractor does not guarantee approval by permitting authority, homeowners association or any other parties.lf an application for permit, homeowner assodition or any other necessary approval is declined for any and/or no reason whatsoever, Contractor shall refund to Owner all sums paid by Owner hereunder within fifteen (15) calendar days thereafte,TheWarrantyforthe Work shag not become effective nor shall any warranty repairs be performed no final inspection requested until all sums due and owing for all of the Work has been paid in Poli. Venue selection, Arbitration Requirement, and Litigation: Venue for any and all actions or controversies arising out of or relating to this Contac shall be the county where the Contractor's office servicing this Contact islocated as ofthe date ofthe commencement of same, however, notwithstanding the foregoing, Contractor reserves the right from time to time to transfer contract servicing to other offialocations, In which event such venue shag be changed consistent therewith at CanUactofloptl0n. Except to the extent otherwise required under Florida Law, the Partin irrevocably walve their right to litigation In connection with any action or claim related in any manner to this contract attheWork and they agree that any such action or claim shag Instead besabject to and governed by the mlm ofwlth the American Arbitration Association as the exclusive dispute resolution forum for same whenever available for such purposes. The decision of such arbitration shag be final and binding upon the Parties, their respective heirs, successors and assigns and maybe admitted in any court of competent jurisdiction as being the equivalent of ajudgment rendered Is" court having the highest jurisdiction in such matter Including all appellate matters. In the event any litigation arises under this Contact, the prevailing parry shag be entitled to recover from the non -prevailing party all of the prevailing partys reasonable attorneys fees, court costs and expenses, Including those Incurred on appeal, unless there is a specific attorneys fee provision contained herein to the contrary. IN CONNECTION WITH THE FOREGOING, THE PARTIES EXPRESSLY WAIVE THEIR RIGHT TO ATRIAL BY JURY,WHICH IS A MATERIAL INDUCEMENT FOR THE PARTIES ENTERING INTO THIS CONTRACE, Florida Lar: Florida law regdresthe Contractor to provide the Omer with certain Information regarding this Contact. The Owner is responsible furundemanding all parts of this contactbefore signing Itlfpayment under this Contact is not made M full, the Contractor may place alien on the Property, even 9 the PropertyIs homestead property for which Owner wolves any protections thereunder regarding same. The Ovmercertifies that the address In this Contract Is a conectaddress for retehdng all notion under Chapter 713, Florida Lien Law. The Parties acknowledge their lespeahe receipt of this Contactb"nue of their mpeaive execution of same. Notwithstanding anything to the contrary contained herein, this Contact maybe anceied by Contractor for any and/or no reason whatsoever by delivering written notice thereof to Owner within ten 00) calendar days from the Effective Date, in which ase all sums made by Dwnerhemundershag be retuned to ownerwhhin five (5) calendar days aftn the deliverydsudl analliden notice Nand to the extent Contractor does not otherwise have the fight to realn same In accordance with other provisions contained hereunderand all fights and obligations created hereunder shall thereafter temlinre.. Claims ofconstruction defects am subject to the notice and are pmviskm of ChopterS58, Florida Statutm If a dispute Is not resolved underthe provisions ofChapterS58. Hadda Statues, at would not be within the scope of Chapter5%, Florida Statutes, the Paries agree to submit that dispute to arbitration under the Constructions Irldlsstry Arbitration Ruin of the American Arbitration Assedatlon, as long as the dispute Mates to the extent or scope of the Work, the obligations of either Party, the quality ofthe Work performed, materials wed Ora be used for the Walk, and/or any other matter relating to the Interpretation or performance under this Contract or the relationship of the Parties. ifmutmlly agreed to in writing by the Partin, the Parries may valve such rules, or the Parties may adhere to such rules while agreeing to forego the admlMstrxWe and management oversight ofthe American Arbitration Association ('AAAj, and proceed with one ce mat arbhntorr If agreed inwnting, the Parties may proceed with a single arbhratm or a panel ofthree arbitaters.if the Parties cannot agree on selection of a single arbitato, then each shall select an ahNntr and the arle taterselected by each of the Partiessball select a third, neural arbitrator. If the Parties armor so agree to this, they shag proceed underthe AAA rules and the oversight and administrative management of AAA with each party paying applicable fees established by AAA. The finding of the arbitrator or the majority of the arbitration panel, Nmom than one arbi atot shall be final and binding upon the Patties. Each Party shall pay its on arbitrator and one-half of the cost of the neutral arbitrator, or shall split equally the cost of a single arbitrator, whichever may be applicable. The dedsim ofsuch arbitration shall be final and binding upon the Partin, their respective hens, successors and assigns and maybe admitted in any court of competent Jurisdiction as being the equivalent of ajudgment rendered by a court having the highest Jurisdiction In such matter Including all appellate matters. Residential vs. Commercial Constraction Projects: This contact serves both rnlden tal and cermmerdal dients. Some protections to the consumer in residential projects, Including three (3) calendar days for ancelation by Dwner, are not offered In commercial agreements and wouldlherefore not apply themunder.This Conten does not extend to commercial applications the residential pratedions that would not normally he given to commercial clients. This paragraph in noway restricts protections granted through the State of Florida to residential clients. Miscellaneous Provisions: This Agreement shall Inure to the benefit of, and be binding upon, the parties hereto, their succmon, heirs, personal representatives and assigns, The Parties hereby acknowledge that they haw: been and arc hereby again advised to obtain the advice of their own Independent kgaj and other counsel potato execution of this Contact and, as a mult of their respective exertion of same, that they hereby further acknowledge they have fully read and understand all of the terms and conditions contained herein, and that they agree to be legally hound by all of same. This Agreement constirnes the entire agreement of the Parties with respect to the subject matter contained herein and supersedes all other negotiations, understandings, replesenlatlons, and agreements, if any, made byandlr between the Parties with respect to such, subject matter. Consequently, no representations, inducements, promises oragreements, oral or otherwise not embodied herein, if any, arc of any form or effect with respect to such subject matter. Vgal Disdosuns: ACCORDINGTO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-71337, FLORIDA STATUTES), THOSE WHO WORK ONYOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PMD IN FULL HAVE A RIGHT TO ENFORCETHEIR CUM FOR PAYMENT AGMNSTYOUR PROPERTY.THIS CLAIM ISKNOWN AS A CONSTRUCTION LIEN, IF YOUR CONTRACTOR OR A SUBCONTRACTOR FMLSTOPAY SUBCONTRACTORS, N8 -SUBCONTRACTORS, OR MATERIAL SUPPLRRS,THOSE PEOPLEWHO ARE OWED MONEY MAY LOOKTOYOUR PROPERTY FOR PAYMENT, EVEN IFYOU HAVEALREADY PMOYOUR CONTRACTOR IN FULL. VYOU FMLTD PAYYOUR CONTRACTOR,YOUR CONTRACTOR MAY ALSO HAVE A LIEN ONYOUR PROPERTY. THIS MEANS IF A LIEN IS FlLEDYOIR PROPERTY COULD BE SOLD AGMNSTYOURVRLLTO PAY FOR LMBOR, MATERIALS, OR OTHER SERVICES THATYOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAREDTO PATO PROTECTYOURSELF,YOU SHOULD STIPOLATEIN THIS CONTRACTTHAT BEFORE ANYPAYMENT IS MADE,YDURCONTRACTOR IS REOUIREDTO PROVIDEYOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANYTHATHAS PROVIDEDTOYOU A'NOUCETO OWNER' FLOIDKS CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDEDTHATYOLI CONSULT AN ATTORNEY. ANY CLAIMS FOR CONSTRUCTION DEFECTS ARE SUBJECT TO THE NOTICE AND CURE PROVISIONS OF CHAPTER 558, FLORIDA STATUTES, AS AMENDED FROM TIME TO TIME. FLORIDA HOMEOWKUCONSTRUCIIDN RECOVERY FUND• PAYMENT MAYBE AVAILABLE FROM THE FLORIDA HOMEOWNERS'CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT. WHERE THE LOSS PEWS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACTTHE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWINGTELEPHONE NUMBER AND ADDRESS: DBPR, Division ofregulation and compliance,1940 North Monroe Street Tallahassee, IT 32399 (850)487.1395 The Parties have executed this Contract on this —day of. 20_ POS POOL AND PATIO RENOVATIONS LLC Is AVO aald Representative 'CONTRACTOR' Boundary Survey b ASPHALT a FIP 1/2' NO ID I 100.00(pw.) co FIP 1/2' 50.00(P) 50.001P) I.- NO ID —%—X I —X%—Y— 0.0 — — �v�` 9�ss4h — —0.0 Off\ �C TLOT 0� 6 LOT 5 Sa Pr' ^ I I�Io ooL40 12.w8 CONC. �Cr 27.05' 26500 1 , I - ONE STORY I w � RESIDENCE X 955 as v 7 25.00 % n CONC. GRANITE0.3' CV,- �i.� / n IS � 14.75' V � I -12.08'z 13.40 PLANTER J� �B W LU 7 -1 U_ I 1 FIP IT J L - LLJ d Q UP _ = g H cl { d IAJHAl - ROAD, W tel :...: .. • • •i E n STREE a • • • • G TE DRIVE (P) °C 1— •••• O ( z Z • • • • • • • • • • 00 TOTAL RNJ ;�O • • • • • • • • • • t� w� 0 V GRAPHIC A !J C •••i•• ••�• •• •• 0 U 0 15 ••••• •••• ••••••j �36Z�3 U Ing O v ..... . ....lUj Q lJj .... IV � [JO m 1._ • • • • • • %_j • S #: 07-07-0382 ;._..."` ..--"..—_ ,. -- .. -., - CLIENT#: 1078-1682465.. . • • : •: • • • • • ADDRESS FIELD DATE: 07-09-07 0:0000 •••• • • 955 NE 92nd Street DRAFTER: EN • 0900 • Miami Shores, fl 33138 APPROVED: AS LEGAL DESCRIPTION: (AS FURNISHED) SCALE: Loc 5 and 6 of AMENDED PLAT OF GOLDEN GATE PARK, according to the Plat thereof as recorded in Plat Book 7, page 54 of the Public Records of Miami Dade County, Florida. BASIS OF BEARINGS: None. LIST OF POSSIBLE ENCROACHMENTS: Fence crosses Easterly Property Ude. S, A M E g r C LandTech P S U R V E Y I N G PrMllg Fat ! MXYnb tatl 9rotig=*rd bttM =SeeMyNewA01'ad i500N.WGhdSbea,Suk511 Y FBdLaldBdaIB Fbida= First American Ora:PFa" (%4) M4660 Title Insurance Company wwwLaWtedi 3ureyeo SURVEYOR FI ENUMBER: Your 'o number [SrEND =X —% - CHANUNKFENCE M -MEASURED SURVEYOR'S CERTIFICATE TIM CnMIOtl Rep�eef PNarmMellyy y,XXya,?4,lyp y,a sXverXbe ovtllles Ve Lm%Xry vIE OM%t+KY Mtlie RRKY pwUBG he,enn. — A— //— WOOD FENCE ONG OVER HEAD CABLE A - ARC LENGTH ORB- OFFICIAL RECORDS BOOK cA - CENTRAL ANGLF P-PER PLAT 4 - CUNE - PROPERTY UTE CF-CALC ALCUUTED FROM FIELD MEASURE PC -POINT OF CURVATURE CR - CALCULATED FROM RECORD DATA PCG PONT OF COMPOUND CURVATURE\hNY- I hereby certify that the survey represented hereon meets the minimum technical standards for land surveys In Forlda. As set forth in Chapter 61G 17-6, Florida Pte administrative code, Pursuant to Chapter 472.027, Florida statutes. Sq i CERTIFIED TO: (AS FURNISHED) EPIC RedleC and Mafia Eugenia Spagnoli. 'First American Title Insurance Company Capital Mortgage Soludws, LLC CATV CABLE N RISER PK - PARKER "LON NAL a- CENTRALANGLE(DELTA) POB-PONT OF BEGINNING OE -DRAINAGE EASEMENT POG POIM OFCOMMENCEMENT m ow tr Br„ % WE EASEMENT PRC POINT OF REVERSE CURVATURE EOW-EDGE Of WRIER IT - POINTOFTANGENCY FF -FINISHED FLOOR RAV-RIGHTOUTWAY TIP -FOUNDIRON PIPE SBR -BELL $lI1H RBER+ TIP-FOUND[NON ROD UE -UTILITY EASEMEM IN - FOULEGAL WM-WRIER METE LS 0519 n I lTBTG Ot J NOTES 1. THIS SURVEY WAS Pf £PARED WITHOUT THE aENEF1T d= A COMMITMENT FOR TME INSURANCE INSTALLATIONS, l PER DESCRIPTION UP - UTILITY POLE LEGAL Ft0111•A / F� FLOOD ONE 2.UNDERGROUND UTILITY UNDERGROUND IMPROVEMENTS, FOUNDATIONS ANDKKI OTHER UNDERGROUND STRUCTURES WERENOTLOCATED8v THISSURVEY. ( FOR INFORMATIONAL PURPOSES ONLY) SUSIECi PROPERTYSHOWN HEREON APPEARS TO BE LOCATf01N `,F////K/�/^L �..ri--p bflry•y0t THE FIRM NOTED OR DEPICTED OTHERWISE, ALL PRO�Rn CORNERS SHOWN HAVE NO BL OR LB IDENTIFICATION.dzi- P OE NUMBER 206520093BJ. LAST (REVISION DATE rU1994. SURV R'SNAME DATED: 07-OM7 4. THE PURPOSE OF THIS SURVEY IS FOR USE IN AND SHHOOUULD NOTLET INSURANCE E USED FAND FOR CONSTRUCTWGON PURPOSES. THIS SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE ABOVE WFORMATKIN. THE LOCAL F.ENA AGENT SHOULD BE CONTAC NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE THIS SURVEY IS PREPARED FOR THE EXCLUSIVE USE ithswENTiM FOR ALL INQUIRIES CONTACT: AND AUTHENTICATED ELECTRONIC SEAL ANP BENEFIT OF THE PARTIES LISTED HEREON. RLS, INC. DATE REVISION DATE REVISION LIABILITY TO THIRD PARTIES MAY NOT BE LIANU SEI ICEti"'11u: Infoarlsn .com TRANSFERRED OR ASSIGNED...„`(44FIId�„jt (405)701.1100 Fam 6.— Reviewed & Accepted by: Date / Date •:railiu�i 14l '` r • • • • • J. • • • • •�• •sem• ry,�,� SCIS Home Log In User Registration Hot Topics Submit SurchargePp ; Stats & Facts I Publications i Contact Us Bets Site Map i Links Search r1UI • • • • • • • • Product A ravai ER • • • • • • • • • • • • •• • • • • • • • • uS: Public User • • • • • • • • • • �,•� • • ••• • ••• •• a:tl�ugiy..r�:` Omt*a#MnyA Wmu > Application Detail Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical (Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory ComplianceMethod FL7561-R4 Revision 2017 Approved •• • • • •• ••• •• • :0: •• • • • • • • • •• • • • • • ••• •• Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, AFL 33073 (954)949-3200 dk@dokimengineering.net Do Kim dk@dokimengineering:net Bruce 'Peacock 4650 Lyons Technology !Parkway Coconut Creek, FL 33073 (954)949-3200 bpeacock@elitealuminum.com Roofing Products Introduced as a Result of New Technology Evaluation Report from a Florida Registered Architect or a •Licensed'Florida •Professional Engineer Evaluation Report -'Hardcopy Received Florida .Engineer or Architect Name who developed the Do Kim, P.E. . Evaluation Report Florida License PE -49497 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/30/2022 Validated By James L. Buckner, P. E. @ CBUCK Engineering ✓ Validation Checklist —Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of ;Product Standards Certified !By fi'�nlwalpqi U.471vidsir.•_ ;„iai Sections from the Code 1709.2 Product Approval Method Method 2 Option B 7561.1 Aluminum/Aluminum Composite Panels 3'/ "/6"> .024"xllb _PS Compose• ane�•3"/4"76"x0;032x11b S Compo .1"j4';9"x0.024"x�lb EPS Composite Date Submitted • 08/15/2017 • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • Date Validated 08/16/201.7 • • • • • • • • • Date Pending FBC Approval 08/20/2017 • • • • • • • • • • • • Date Approved 10/10/2017 areas per FBC Section 1616 unless impact protection is {i7561 R4 AE F4. 7561 P Retort 2017 FBC—.r& provided. See installation drawing for nominal allowable design Summal-V of Products • • • • • • • •• • • • • • • •• • • • • • �� -- � FL # Model, Number or Name ----•--�----wry—•---•-w��_��_.—_--� oascriipuon 7561.1 Aluminum/Aluminum Composite Panels 3'/ "/6"> .024"xllb _PS Compose• ane�•3"/4"76"x0;032x11b S Compo .1"j4';9"x0.024"x�lb EPS Composite Panel, 3"/4"j6":6.;3Q'x;Ibril Caltlposittpanel, Limits of Use• • 0t Tom•—' ---r —� Instailaii•n iw•stwctions • • • • • • • Approved for use in HVHZ: Yes FL7561 R4 Ii 2617 i C f3ktte AAwrxiintear�t�rlrgp-7rt It Approved for use outside HVHZ: Yes Instruri_cxlf 1 Impact Resistant: No 1 Verified By: Do Kim, P.E. PE 49497 i Design Pressure: +80/-80 ' Created by Independent Third Party: Yes Other: In 'HVHZ, not to ;be used in structures considered living Evaluation Reports areas per FBC Section 1616 unless impact protection is {i7561 R4 AE F4. 7561 P Retort 2017 FBC—.r& provided. See installation drawing for nominal allowable design _4&aVon Created 'by Independent Third 'Party: Yes pressures and spans. 0 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund. Statement Under Florida slaw, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall'tothis entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant'to Section 455,275(1), Florida Statutes, effective -October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a'licensee under Chapter 455, F.S., please click here . product tAApproval Accepts: 1�1 eCiel Credit Card ;Safe Do Kim & ASSDCIATES, LLC CONSLlLTiNG STRa3CTURAL ENSiNEERS Florida Board of Engineers Certificate of Authorization No. 26887 % % . ... . . ... .. . . . .. . . . . . . . . . . . . ....... .... . . . .. . .. . . . . .. . . . . . . . . . . . . ... . .. . . ... . ... .. Product Evaluation Reogir , , . ......... . Date: August 10, 2017 Report No.: FL# 7561-114 Product Category: Roofing Product sub -category: Products Introduced as a Result of New Technology Product Name: EPS Foani Core w/ Alu ninum Skin Composite Panels Manufacturer: Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creels, FL 33073 Phone: 800-421-0682 Scope: This product evaluation report issued by Do Kim and Associates, LLC and Do Kinn, Q.E. for Elite Aluminum Corporation is based on Florida Department of Business said Professional Regulation Rtale 61G20-3.005 (2) Method 2 (b) of alae State of Florida Product Approval. Re-ev<1luation of t?his pt-.oduct shall be required following pertinent Florida Building Code modifications or updates. Do Kim and Associates, LLC and Do Dian, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the .product or in any other entity involved in the .approval process of the product nanned Herein. This product has been evaluated for use in locations adhering to tate Florida Building Code,6`�' Edition (FBC) and where pressure and deflection requirements, as determined by Chapter 16 of the Florida Building Code, do net exceed the design pressures as shown on the approval. Ib.J6Jh� TW, kmmaeenek<uonwly ayned:nd,okd nyoov. ,"a "ON 1- K: fo Plhit dai,.'-ga 01811al Sig -11, Prin[etl [oPl<t of n J+x,11+� lhh tlo<umenl are no<onsitlered dgnedand wletland the JY,na1 1131-Serlfedm amJdenionk<npkl. H11)LS15 11:31:53 -0JY1P' Do Kine, P.E. FL #49497 P.O. Box 10039 Tampa, FL 33679 M3.857-9955 dk@,dokimenginneednng.net Sheet of 3 , . 1: . . . . .. ..• ... . .. .. ... . . . . . . . . . . . Do KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL 'EtVGINEER5 ' ' "' ' ' ' ' "• Supporting Documents• • • ; • • .; •; . • • • • • • ••• • •• 1. Code Compliance . . • • • • • • • • • a. The product assembly described herein has demonstrated compliance with.the Florida Building Code Oh Edition (FBC), Section 1709.2. •. •• •., •• 2. drawings' • • • • • • • • a. Drawing No. FL -1001 titled "EPS Foain Core Composite Oa;el;",:SJseets* aji 2 • • prepared by Do Kim and Associates, LLC., signed and sealed by leo IZim,1'.E, 3. _ Testing a. Testing per ASTM E72-05 as perfot-md by Hurricane Engineering & Testing, Inc. (HETI), and reported in test report numbers HETI-05-1988, HETI-06-2104, HETIA6- 2066, HETI-06-2105, HETI-06-2067, HETI-05-1002, HETI-06-2107, HETI-05-3987, HETI-06-2069, HETI-06-2070, HETI-06-2071, NETT -05-1994, f4ET.I-105-1991, HUT - 06 -2072, HETI-06-2073, HETf-06-2074,'HETi-054996, NET[ 05-9989, HETIA5-1993, HETI-�05-1'985, HETI-05-1995, HETI-05-1990, HETI-05-1997, HET A5-2037, HETI- 05-2029, ,14ETI-05-2039, HETI-05-2030, HETI-05-2041, IIETI-05-2448, HETI-05-.2036, HETf-05-2031, HETI-05-2038, HET[ -05-2065, HETI-05-2040, HETI-05-2'042. Calculations a. Panel performance engineering analysis for tested loading conditions have been prepared based on comparative and/or rational analysis, prepared, and submitted by Do f(iiii, P.E. 5. Omer a. Quality Assurance Agreement verified with Quality Auditing-fnstitute, LTD, (QA[ Laboratories, LTD.) (FBC Organization #QUA7628). P.O. Box 10039 813.857-9955 Tampa, FL 33679 dk@dokinivigineelilig.oct Slieet 2,,)f 3 . • • ... . • • ... . . . . . . . . . . Da K'M & AssocIATES, LLC • • . • • • . • • • ••• • • • • ••• CONSULTMr3 STRUCTURAL ENGrMEERS • ••• • • • • • • • •• • •• • • • • •• • • • • • • • • Limitations and Condition of L S; : . ... . ..... 1. Code Compliance " ' ' • :09 • • a. The product assembly described herein has demonstrated ooi; .4ai- e:w4!tb#*tIoriM& Building Code 6`J' Edition (FBC), Section 1709.2. • • • • • • • • 2. Large and small missile impact resistance has NOT been tested to or evaluated for in this approval. lay 13VFlZ, this product shall be used in structures "riot to be considered living areas" per Section 1616 unless impact resistance in .accordance to the HVHZ requirements are nhet, 3. Each product listed above shall be installed in strict compliance with its respective Product Evaluation Docunnent and site-specific engineering along with all components noted herein. 4. Use of each product shall be in strict accordance with its Product Approval Evaluation and Linjitatio.ns of Use. 5. Composite panels shall be constructed using type 3003-14154 alumiaurn facings, 1 or 2 PCF ASTM C-578 Dyplast Products LLC brand EPS foanh insulation (NOA No. 1,6-1129.05) adhere to aluminum facings with Ashland Chemical 2020D [SO grip. Fabrication to be: y Elite panel products only in accordance with approved fabrication methods. 6. Elite roof panels maintain a UL 1715 (int) class `B' (ext) rating and are NEIL -5a 1 approved. 7. This specification has been designed and shall be fabricated in accordance with .the requirements of the FBC, composite panels comply witch Chapter 7 Section 720, Chapter B Section 8133, Class A interior finish, and Chapter 26 Section 2603. All local building code :amendments shall be adhered to as required. 8. Tlhe desigrner shall deterarriane by accepted engineering practice die allowable loads foo- site specific load conditions (including load combirhations) using the data from die allowable loads tables and spans in this approval. 9. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ (L/80 for spans < 12'-0" .and L/180 for spans > 12'-0"). 10. All .supporting host structures shall be designed to resist all superimposed loads. I L All components which are permanently installed shall be protected against corrosion, contamination, and other such damage. 12. Size and Spars Limitations: a. Composite panels shall be limited to those specific panels listed in the DWG. FL -1001. b. Panel spans shall not exceed those listed in the tables of DWG. FL -1001. P.O. Box 1.0039 813.857-9955 Tampa, Fl; 33679 dkO+)1dirergireving.net Sleet 3 of 3 Do Kim & A5SOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Florida Board of'Engineers Certificate of Authoiization No.. 2688 7 • • • • • • • • • • • • ••• • • • • ••• • ••• • • • • • • • •• • •• • • • • •• • • • • • • • • • . • • • • • • • . • • • • • 0 0 000 go Certifaciate of Independence Do Kim and Associates, LLC.. and Do Kim, P.E.. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process ofthe product named in the accompanying Florida Product Approval Do Kim, . Ft #49497 P.O. Box 100.39 81333'74.C221 Pampa, FL .3.3679 813.374.022 (fax)- ELITE PNU - SPA BLES 3" < 0.024 x 1 - LB EPS PANELS LLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) -L-/807L/120 L/180 L/240 10 16.17 1 15.76 15.03 14.1D 20 13.44 13.44 12.22 10.35 30 10.78 10.78 9A1 6.60 <0 9.22 9.22 6.60 2.85 50 8.17 8.17 3.79 60 7.40 6.39 0.98 10 6.81 4.51 80 7.80 2.64 4" x 0.024 (ALLOWABLE x 1 - LB EPS PANELS CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 19.00 1 19.00 17.17 16.53 20 15.01 15.01 1591 17.94 30 12.50 12.50 1250 11.38 90 10.97 10.9] 10.9] 8.80 50 9.92 9.92 9A4 2 60 9.13 9.13 7.51 4 70 8.52 8.52 5.58 780 11. 12.40 8.02 8.023.646' 10.95 8.]4 1.75 x 0.024 (ALLOWABLE x 1 - LB EPS PANELS CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 23.00 2124 21.47 2095 20 18.06 18.06 ie.m IB -06 30 15.13 15.13 15.13 15.13 4D 13.34 1334 13.74 1734 SD 12.10 12.10 12.10 10.91 60 ILl7 11.17 11.17 8.43 70 10.44 10.44 10.30 S9s 80 9.85 9.85 8.43 347 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3" x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE, (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 I L/180 L/240 10 17.50 17.50 16.91 15.96 20 16.64 15.96 14.(16 12.16 30 15.17 14.06 11.21 8.36 40 13.69 12.16 1 8.36 4.56 50 12.22 10.26 5.51 0.76 60 10.75 8.36 1 2.66 10 9.27 6.46 - - 80 7.80 4.$6 WIDTH a siDEb MAX AT SIDES) OR ANY OTHER ENGINEER. SPAN: 4" x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 20.50 20.50 20.11 19.24 20 19.61 19.24 I7A9 15.74 30 IB.17 17.49 ]4.87 12.24 <0 16.72 15.]4 12.24 8.74 50 15.28 13.99 9.62 5.25 60 13.84 12.24 7.D0 1.75 70 12.40 1D.494. BO 10.95 8.]4 1.75 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/8()L/120 L/180 L/240 10 24.0D 24.00 1 24.40 23.42 20 23.34 23.21 21.82 20.22 30 22.10 21.63 19.42 17-02 4D 20.86 2005 17.02 13.82 50 19.62 18.47 14.62 10.62 60 1838 16.89 1222 7.42 70 17.14 15.30 9.82 4.22 80 15.91 13.]2 7.42 1.02 3' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 1933 18.95 18.31 17.66 20 18.11 17.66 16.36 1S.D6 30 16.80 16.36 14.41 40 15.49 15.06 12.4650 50 14.18 13.76 10.51 6D 12.87 N246640 12.46 8.57 70 11.57 11.16 6.62 BD 10.26 9.B6 4.674' WIDTH a siDEb MAX AT SIDES) OR ANY OTHER ENGINEER. SPAN: x 0,024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)t MAX. ALLOWABLE SPAN (FT> L/80 L/120 L/180 L/240 ID 21-97 21.97 21.52 20.97 20 20.77 20.77 19.86 18.76. 30 19.57 19.57 18.21 16.55 40 18.36 18.36 16.55 14.34 50 17.16 17.16 14.89 12.13 60 15.96 15.96 1324 9.93 7014.75 20.11 1435 11. 58 7.72 80 13.55 13.55 9.93 5.51 6' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 1123.93 23.93 23.88 23.60 20 23.20 2120 23.03 22.46 30 22.47 2247 22.18 21.33 40 21.75 21.75 21.33 2020 So 21.02 21.02 20.49 19.07 60 2029 2029 19.64 17.94 7019.57 19.57 18.79 16.81 80 18.84 18.84 17.94 15.68 GENERAL NOTES 1. Composite panels shall be constructed using hype 300-11134 aluminum facings, 1 or 2 PCF ASTNI C-576 carpenter brand EPS adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 2. Elie rc ofpa.lels maintain a UL 1715 (int) class'B' (ext) rating and are NER-501 approved. 3. This>pecidcltion has been desie)red and shall be fabricated in accordance with the requirements of the Florida Building Code 6w FA-dir47 (FBCL composite parols comply with Chapter 7 Section 720, Chapter 6 Section 603, Class A interior finish, and Chaprr26 Section 2603- All kcal building code amendments shall be adhered to as required. The desienv shall deterreine by accepted engineering practice the allowable loads for site specific load conditions (including bad gray Vrai ions) using the data from the ailowable loads tahles and spans in this approval. 5. Detleak A fruits and allowable spans have leen listed to meet BC including the HVHZ In HVI17- this product shall he used in mricnrrcs "not n be considered living areas" per Section 1616 unless impact resistance in accordance to the I RVI I7- ICgJareAeatL are met. 1 f. Sab(ty facw of20 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for Almin mt S'ruwares Pan I and conforms to the FBC Chapter 16 and 20. �- Te6ti.lg La. Leen cmx*xted in accordance to ASTM E72-05: Strength Tat of Panels for Building Construction Rekietr= ank rcpors HEl145-192R, HETI406-2104, HETI-06-20K HEn-06-2105, HLf1-06-2067, HETI-05-1002, HETI- 06-2107, HE17"549117. HEFT -06.3069, HET14)6-2070, IIE71406-2071, III]TI-05-1994, 1101-05-1991,1IEI7-06.2072, IIET"*--3073.IIETW&207-k HE11-05-1996, IMTI-05-I989,1RE1T-05-1993, I IEf1-05,1995, FIETI-05-1995. HEft-03- 1990, HM45-1797, HETI-0.5,207, HE71-0512029, HETI-05-2039, HEft-05-2030. HETI-05-2071,14M-05-3049, HETI- ` 05 --WA HET t-05-2031, HEFI-03-2038, HETI-05-2061, HETI-05-2040, IREfI-05 `042 Q. Liner amen-Aatim shag he alk wed for 6emes within the tables shown I0. Panels kith fan brams shaft be considered tqutrrlenl to similar panels without fart beams. Design professionals may include the are vih.dihe Em beam to graced shown figures as pan of site-greciGe engineering - 3" x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 L/80 I Llan I I /tan I /adn 4" x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 I L/120 1 1/180 L/240 10 24.17 1 24.17 1 24.17 24.17 20 23.64 1 23.64 1 23.41 23.11 30 22.57 22.57 1 21.90 21.01 40 21.51 21.51 20.39 IB.91 50 20.45 20.45 18.88 16.80 60 1939. 19.39 1 ].3 7 14.70 70 1 10.33 1526 12.59 80 17,268.33 1 ].26 14.35 10.49 WIDTH a siDEb MAX AT SIDES) OR ANY OTHER ENGINEER. SPAN: 6' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 24.00 24.00 24.00 23.84 20 23.6523.65 23.34 22.84 30 22.94 22.94 22.59 21.85 40 22.27 2223 21.85 20.85 50 21-57 21.53 21-10 19.86 60 20.82 2082 2036 IB.87 70 20.11 20.11 19.61 17.87 80 19.40 1940 18.87 1698 SEAL JOINT WITH CONTINUOUS CAULKING UU 0000 1 000() ) O O O O O O O O O O C as T M A IN S INTFR ❑ KIN• RO<S "CTIO. SLOPE I 4' MAX WIDTH INTEr PANEL (1/4'/FT MIN EPS CORE ILS OR 2LB • 0000•• •• • 0000•• • • • • • OPTION.• • • GUTTERj?j 0 0 0 11,1 • 0 • 'R'P C oS°��S • •3>r ALUMINUM BOTTOM I O� • 0 0•• 1 1 FACINGS 00 • • CLEAR SPAN (U INSIDE TO INSIDE °0 py1. • °o 0000 00 • • • ENGINEER OF RECORD TO PROVIDE O° • • • -0 FOR ROOF CONKCTIONS S ADD THICKNESS OF WALL FIX2 TOTAL 0° 36' Ip• IN FWNT L 254 O'. PANEL SUPPORTING STRUCTURE DETAIL BY THIS PANEL 0°O WIDTH a siDEb MAX AT SIDES) OR ANY OTHER ENGINEER. SPAN: 00,Cl2' Nom• EPS ROOF PANEL/ SPAN DESCRIPTION D❑ KIM & ASSOCIATES. LLT: CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 T -p.. FL 33679 Tel: (813) 857-9955 Q U J 0 a Z IL IL Z EL C 3 0- R Q O Yti W 1n�- m o I---�jU oaaCO (o 0Zo rn-1 a-0 U o L a a Er 6 UQW U N W g 0 E 0 E Q 0 C 2 H 0 J p C<) Q n W 0 U u- 5,0 D a W a U- 0000•• Is Drawing No--FL-1001 SHEET 1 OF 1 .0000- . - 0000• 0000• •0000• 0000 . LIST or POSSIDL-E ENCROACHMENTS: Frnce cros:.r EasteTty NOM. ty Line. �I fV r - LandTech _ [6 p S U R V E Y I N G .Q�O 0000 ••••f• • 0000 �''``--' 'Y sry---{''tel-'"� • • 0000 CORNER •0.00• FIP IID NO �'-- ID FIP 112-_, '-"- 016a,ISM) 77M766 Far(954)7761660 NO ID g 0000 1-2 71 _.,_J =trip SL ASPHALT a /2' b 100.00(P4M) rn FIP 1/2' '01D 50.00'(P) 50.00(P) '9, q - o.a ILI LOT LOT syc� h tH V 1 i CD I' NS - 12.81' 27.05' I "'1 ONE STORY RE51DENCE 6 955 � Q i 4 25.00 13.40 - 0 � t —-0.3' 14`75—K—K—x C PLANTER Ili 00.00(P) 100.11'(M) C + J5F'HALT ROAD. L — - - -- — - — - — - — - — - — - NE 92nd STREET GOLDEN GATE DRIVE (P) 50.09 TOTAL RAV 41 LIF 'DsS C i('TicA-%4 ' O D --,dA® Iwo 5�J,4nDj FIP 1129Jnjud =? 5S0 :'ON U011wi;d tlJeJtJOJd 119M V 'S'Q 1'S'O ! pL'a-PL"A RUGH ep1JQ►:j NOUO3MO ONO z 1' r 30' GRAPHIC SCALE 6 15 30 r J�-----ADDRESS , 955 NE 92nd Street Miami Shores, FI 33138 LEGAL DESCRIPTION: (AS FURNISHED) Lot Sand 6 of AMENDED PLAT OF GOLDEN GATE PARK, according to the Plat thereof as recorded in Plat Book 7, page 54 of the Public Records of Miami Dade County, Florida. RLS #: 07-07-0382 CLIENT #: 1078-1682465 FIELD DATE: 07.09-07 DRAFTER: E,V APPROVED: AS SCALE: V-30' BASIS OF BEARINGS: None. . LIST or POSSIDL-E ENCROACHMENTS: Frnce cros:.r EasteTty NOM. ty Line. �I fV r - LandTech _ [6 p S U R V E Y I N G .Q�O , BLOCK ProPYW4 Fat Q Awmeta Lan5uwt •S•.•mMeeBasaiThrGwwyllLabaet tftlMank �''``--' 'Y sry---{''tel-'"� (tPeMyNe4flome! CORNER 274.75'(M) FIP IID NO �'-- ID FIP 112-_, '-"- 016a,ISM) 77M766 Far(954)7761660 NO ID g wWw1andtech8umy.eom N UP 0 � t —-0.3' 14`75—K—K—x C PLANTER Ili 00.00(P) 100.11'(M) C + J5F'HALT ROAD. L — - - -- — - — - — - — - — - — - NE 92nd STREET GOLDEN GATE DRIVE (P) 50.09 TOTAL RAV 41 LIF 'DsS C i('TicA-%4 ' O D --,dA® Iwo 5�J,4nDj FIP 1129Jnjud =? 5S0 :'ON U011wi;d tlJeJtJOJd 119M V 'S'Q 1'S'O ! pL'a-PL"A RUGH ep1JQ►:j NOUO3MO ONO z 1' r 30' GRAPHIC SCALE 6 15 30 r J�-----ADDRESS , 955 NE 92nd Street Miami Shores, FI 33138 LEGAL DESCRIPTION: (AS FURNISHED) Lot Sand 6 of AMENDED PLAT OF GOLDEN GATE PARK, according to the Plat thereof as recorded in Plat Book 7, page 54 of the Public Records of Miami Dade County, Florida. RLS #: 07-07-0382 CLIENT #: 1078-1682465 FIELD DATE: 07.09-07 DRAFTER: E,V APPROVED: AS SCALE: V-30' BASIS OF BEARINGS: None. . LIST or POSSIDL-E ENCROACHMENTS: Frnce cros:.r EasteTty NOM. ty Line. w t• - LandTech S U R V E Y I N G , ProPYW4 Fat Q Awmeta Lan5uwt •S•.•mMeeBasaiThrGwwyllLabaet tftlMank �''``--' 'Y sry---{''tel-'"� (tPeMyNe4flome! 1500N.WMSBeeSt&511 FalLaArdab,FW&3339 FlfSt /�I??et?Cat? 016a,ISM) 77M766 Far(954)7761660 /. Title Insurance Company wWw1andtech8umy.eom SURVEYOR FIL NUMBER; our o num r CHAIN LINKfENCI,L .MEASURED - SURVEYOR'S CERTIFICATE TheCertI(Wg41¢mdPraraWWUndSwve s4nkVINI;w"a—%— erun-h. acanga;b EunEINx.Y of lNR.Ww Nenxn. n //—/;L WOOD FENCE A - ARC LENGTH CA - CENRAL ANGLE rt - CANCER LIRE ONG OVER HEAD CABLE ORB- OFFICIAL RECORDS BOOK P - PER PLAT �, PROPERTY UNE I hereby certify that the survey represented hereon meets the minimum technical standards for land surveys In Florida. As set forth In Cha61G pier 17-6, Florida CERTIFIED TO: AS FURNISHED ( ) Eric Rechet and Marla Eugenia 5 a noli, 9 P 9 CF • CALCULATED FROM MEASURE PC - POIN OF CURVATURE administrative Code, Pursuant t0 Chapter 472.1127, Florida statutes. ute Flrst American Title Insurance Company RECO CR - CAICIRATED FROM RECORD DATA CABLE TV'IRM PCG POINT OF COMPOUND CURVATURE PK -P KALON NAIL 1,tit'E(\\i\qt Capital Mortgage Solutions, LLC GATV CENTRAL ANGLE rDELTAI POB- PONT Of BEGINNING d. - De DRAINAGE EASEMENT a EASE- AMEN POG POINT Of COMMENCEMENT PRC- POINT Of REVERS[ CURVATURE a •N� M 'f•' EOW-EDGE OF WATER Pr -POIN Of TANGENCY 4 LAEBIY FF - FOUND I BOOR FIP • POUND IRON PIPE FIR - FOUND `.' RAY. RIGHT-OF-WAYEASEMENT SBR • BELL SOUTH REARNOTES UE UTILITY N WATER WATER D ,F i �. ' f y', 1. 7141S SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A F, NAILRON FN-FOUNDAL l -PER LEGAL DESORPTION METER UP : UP-URIfiY POIE POLE ��^ X�l-1/ `_.1, EITATC DT / i COMMITMENT FOR TITLE INSURANCE �- 2. UNDERGROUND UTILITY INSTALLATIONS. UNDERGROUND IMPROVEMENTS. FOUNOATION9 ANDIOR OTHER UNDERGROUND STRUCTURES WERE NOT LOCATED SY THIS SURVEY. 3. UNLESS NOTED OR DEPICTED OTHERWISE, ALL PROPERTY CORNERS SHOWN HAVE NO LS OR LB IDENTIFICATION. 4. THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TIRE INSURANCE AND FINANCING AND SHOULD NOT OF USED FOR CONSTRUCTION PURPOSES. THIS SURVEY 13 PREPARED FOR THE EXCLUSIVE USE RESI AND BENEFIT OF THE PARTIES LISTED HEREON, — IJASILITYTOTHIRD PARTIES MAY NOT BE IANII TRANSFERRED OR ASSIGNED. .... Reviewed & Accepted by: n HtntV APPEARSTOTIELOCATEDIN FLOOD 20NE'%•, AREA OF MINIMAL FLOODING, PER F.I.R. M. U PANEL NUMBER 120052 0093 J. ST REVISION DATE 3121991. THIS SURVEYOR MALES NO GUARANTEES AS TO THE ACCURACY OF THE ABOVE INFORMATION. THE LOCAL F.E.M.A AGENT SHOULD BE CONTACTED E0 V IFI ATLQN __ -,---. EMPIA L FOR ALL INQUIRIES CONTACT; RLS. INC. 1 VICI?ti,`Icit: Inta4'Srtnnaw.cnm s: mCP.Yi (4051761•1lon IF OR IT SURVWDR'SNAME/ DATED 07-09-07 NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL DATE REVISION DATE RFVISInN Date ! Date a a� L Proj. / 19 -BK -010 RATIONAL ANALYSIS CALCULATION PER THE FLORIDA BUILDING CODE 6th EDITION (2017) FOR FOUNDATIONS GENERAL NOTES: DESIGN -F.. CRITERIA - DEAD LOAD = 0 PSF -FLORIDA qz 54 PSF 1. DESIGN IS BASED ON 6005-T5 ALUMINUM ALLOY. - BUILDING CODE 8TH EDITION (2017) U Q0 TOTAL qz = qz - DEAD LOAD = 52.0 PSF -THE ALUMINUM DESIGN MANUAL. CURRENT EDITION. 2. ENGINEER HAS NOT VISITED THE JOB SITE � & .. AREA OF ROOF = 168 SF AND SHALL NOT BE HELD RESPONSIBLE OR -ASCE 7 -to. O W W q WIND UPLIFT = TOTAL qz* ROOF AREA = 8,736 LBS LIABLE IN ANYWAY FOR ERRONEOUS OR -DESIGN WIND PRESSURES DERNED FROM ASCE 7-10 AND O A SAFETY FACTOR = SF = 1.67 INACCURATE DATA OR MEASUREMENTS THAT PATIOPER FBC SECTION 1820, 1822. AND 2003. (�, &Q E -OCCUPANCY: PATIO TOTAL WIND UPLIFT =SF*WIND UPLIFT = 14,589 LBS REAR ELEVATION HAVE BEEN PROVIDED BY THE CONTRACTOR. - STRUCTURE- OPEN A � WORK SHALL BE FIELD VERIFIED BY THE - BUILDING HEIGHT: < 60 FEET (�, A pj WEIGHT OF CONCRETE (A)= 144 PCF CONTRACTOR AND THE ENGINEER SHALL BE - MEAN ROOF HEIGHT: 8'-0" h V LENGTH OF FOOTING (B) = 44 FT NOTIFIED OF ANY DISCREPANCIES PRIOR TO - BASIC WINO SPEED: 175 MPH E„ WEIGiT OF CONC. FOOTING =A*B*WIDTH*DEPTH = F 14,826 LBS CONSTRUCTION. - RISK CATEGORY 1 THICKNESS OF CONC. SLAB (C) = A FT'-� - EXPOSURE CATEGORY: C AREA OF CONC. SLAB CONSIDERED IN CALCULATION (D) = A SF 8 - WANDPRESSURES- WEIGHT OF CONC. SLAB = A*C*D = S N/A LBS - 54 PSF SOUD ROOF TOTAL RESISTING FORCE = S+F+UB - 14,826 LBS ire i1) -ROOF DEAD LOAD: 0 PSF FOR NAND LOAD CALCULATIONS - ACCORDING TO RATIONAL ANALYSIS THE EXISTING STRUCTURE AND 17 ATTACHMENT TO FASCIA CAN SUPPORT GRAVITY, UPLIFT, AN SUMMARY: 14,826 > 14,589 C14 I0 o LATERAL LOADS IMPOSED BY SCREEN ENCLOSURE 8' x x - PRMCT HAS BEEN REVIEWED FOR SHEAR WALL REQUIREMENTS - NO IMPPROTECTION IS REQUIRED. THEREFORE FOOTING ISADEQUATE X X 9' - SOIL BEARING CAPACITY FOR FOUNDATIONS: EXISTING. ASSUMED ih TO BE WELL COMPACTED AT 2.000 PSF �% - OEC! IS BASED ON 6005-T5 ALUMINUM ALLOY. .`�%!' ••• Q �'•. / UP =Yrs (��(o :LU ` \ :U o W 2 '•> �' I- 8'-10" -i f- 9' '= � -i G I I • �a•• Z r-. 3"X3"x0.125" - 3"X3"x0.125" 0 ••11601,N 11 11 m 17 N H .n J 6' X X 6' ; `,4 Proj.# 19-BK-01 GENERAL DETAIL NOTES, 1) DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE ROM BOLDING CODE 61H EDITION (2017), THE 2010 ALUMINUM DESIGN MANUAL,p AND ASCE 7-10.It, 2 UNLESS NOTED, ALL FASTENERS SWILL HAVE AHEAD MID/OR BE PROVIDED WITH A C) co MINIMUM 1/2' DIAMETER WASHER. MINIMUM HEAD SHALL BE 1/2'. POST IS NOTCHED TO EXCEPT 2X4 BEAM 6y 13 A4 g4 3) ALL FASTENERS SHALL BE 2024-74 ALUMINUM ALLAY, NON-MAGNETIC STAINLESS STEEL. CADMIUM PLATED STEEL. OR OTHERWISE CORROSION RESISTANT MATERIAL (2) 1/2 DIA. SST THROUGH BOLT WITH WASH AND NUT � A W li-� Q ALL FASTENERS SWILL COMPLY WON 5.1.1C, SPECIFICAMONS FOR ALUMINUMSTRUCTURES - SOMION 1, THE FEDERAL, STATE, MID LOCAL CODES.MINIUM ASSOCIATION, INC.. AND APPLICABLE (y V 4) ALL SHALL BE GRADE 5 ITW STEEL TAPOONS OR EQUAL WITH ti UM DIST3ON 4-MINS 1-3/4• MINIMUM EMD AND 3' MINIMUM DISTANCE FROM EDGE OF CONCRETE 3'X.024X1LB EPS RO �L 5) ALL CONCRETE ANCHORS SHALL HAVE DISTANCE FROM EDGE OF CONCRETE A 1 3/4' MINIMUM EMBED AND 3• MINIMUM a 6) ALL ALUMINUM MEMBERS SHALL BE PROTECTED FROM DISSIMILAR METHS TO 2X4 BEAM os �I PREVENT ELECTROLYSIS 3X3 NOTCHED AT TOP W/ (3) #12 TEK ,FT'E!/s 7) OESKXI IS BASED ON 6005-T5 ALUNWUM ALLOY SCREWS EACH SIDE 161,�iy `�LtlEt - ,��,� 3"X3"X0.125' ALUM. KNEEuj BRACING 2 SIDES OF POSTQ \y `0� • •, b J/ X � • 00 Z•vJ w,Z 3"X3"X3'XO.125" ALUM.ANGLE W/ •� ; ` I ry (3) #12 TEK SCREWS EACH FACE �i'••� Z A�J -� '� J Q La., ,, '• ,�`#� MOUNT POSTS TO SLAB USING INTERNAL , "U" -BRACKET, WITH (1) 3/4" DIA. SST WEDGE rQ J ANCHOR (4" MIN. EMBED INTO CONCRETE). N THROUGH BOLT TO POST USING (2)1/2' SST HEX HEAD THRU-BOLT WITH WASHER AND NUT W 2. � z Z �3•� n x ;v'•' ; ' "'• FOOTING (SEE FOUNDATION PLAN) r .`:;.;" %;.: '.:.' W ZZ �$ Y W i 4'-0' MAX. WIDTH (M.) SELF STICKING ALUMINUM ROLL 'I ({ PERP�/PRODUCT AppRpyK) ROOFING TMPE OR EQVAL 0.125' __ _____--- •. •.:�.' a 04 (3X3 ,..,.'r. �� +3.. �, 2X INSULATED PANEL TYPICAL ROOF PANEL TYPICAL POST DETAIL 0.5- yryr� '•tt N.T.S. INTERLOCKING PANEL CONNECTION N.T.S. 3. 0.055' 102 E GLITTER (1)-1/4' LAC BOLT, W/ 1' WASHER (IMG) a 2, I'I' 0.50' —�L" j - BOLT SHALL BE A MW. 1' LONGER THAN PANEL THICKNESS) O 8. O.C. 0.064• 0.055'PANEL GUTTER W/ (1)-%10 O12• 77E--,] C 2X2 FASCIA 2X3 oc. tOP BOT ( PER)) CARRY BEA/ )C DATE 03/26/2019 MEMBER EXTRUSIONSDRWN: GUTTER DETAIL DSGN: E. KENNEDY E. KENNEDY N.T.S. N.T.S. CHKD: E KENNEDY SCALE: N.T.S. DWG. No. 2 of 2 `,4