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RC-19-2161Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 115 NW 91ST ST, Miami Shores, FL 33150 Contacts Issue Date:10/30/2019 Parcel Number 1131010160050 Permit NO.: RC-09-19-2161 Permit Type: Building (Residential) Work Class*otllon: Alteration Permit status: Approved Expiration: 04/27/2020 Ignacio Huergo Owner PQS POOL AND PATIO RENOVATIONS LLC Contractor 11591 MICHELLE CASTILLO 1311 Douglas Rd, Pembroke Pines, FL 33024 Business: 8666472846 Mobile: 8666472846 Description: SUNROOM OVER EXISTING FOUNDATION Valuation: L324.LOOJ 0.00Inspection Requests: 305-762-4949 Total Scl Feet: Mj Fees Amount Application Fee - Other $50.00 CCF $22.20 Certificte of Completion for Single Fam $50.00 and Duplex DBPR Fee $16.65 DCA Fee $11.10 Education Surcharge $7.40 Permit Fee $1,060.00 Planning and Zoning Review Fee (Manual) $35.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $27.75 Total: $1,334.10 Payments Date Paid Amt Paid Total Fees $1,334.10 Check # 162 10/30/2019 $1,284.10 Check # 2096 09/18/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is 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. Signature: Owner / Applicant / Contractor / Agent Date October 30, 2019 Page 2 of 2 1��,�I Miami Shores Village �� RECEIVED z1_ Building Department sEP 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Z019 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 , .An FBC 201�- 1.�1 V ` BUILDING Master Permit No. C—�" C) _a I Lp PERMIT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I I S W (x1 LI ( Sr City: Miami Shores County: Miami Dade Zip: 33150 Folio/Parcel#:) r 3 10 ( , 0 I (o - 00 50 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 1 6N ACI U HU EF-6:0 Phone#: 305 —q 48 + 4813 Address: Its /U w 6) ST City: Miami; Sh0l'eS State: r—L Zip: 3-3 15D Tenant/Lessee Name: Phone#: Email: £01 r a 4--- -l8(0 2-06t 3659. r-� CONTRACTOR: Company Name: �(�S 1'00I COO PGIi'jd IQ,_PrW\JCf k)ttS Phone#: &A' - (01( 4 - 2 $ q C Address: :5I o 6 CkS W. City: I 's-- 'y-e PiALti State: &VCa- Qualifier Name: LA 1 c� P,(U Q2.=-i 1(d Phone#: State Certification or Registration #: 0 (0 C / 5 )- -70 Certificate of Competency #: _ p: -3302� 0&49-(�44 -2044 DESIGNER: Architect/Engineer: '\.Wa./ e Phone#: ��/6�� Address: 3 3 a^ S c,� i C 440Q- City: State: !' t _ zip:33 • Value of Work for this Permit: 7 00-0 Square/Linear Footage of Work: 23 S� Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition - Description of Work: 5 c, N 2 o O,-ya y U e 2• _�.IC� S T nu s,, j600 ra.11 i .� j .ryll .}', tri %1!Ili J y;Nr• Specify color of color thru tile: "' J (, i :.aaF. v • aitduk ,�r,,;a :: �' Qa i �tl, i �C?n t?t�l `;1� �'� I?^9Ti1,T rj�� .. '•• i Submittal Fee $ Permit Fee $ � �Go ' O�) CCF $ G Z-:2.0,arCO/•GL$? Scanning Fee $ Radon Fee $ l - - ( 0 DBPR $ f' �" 6 Notary $ Technology' Fee $ 2� " Training/Education Fee $ 4' b Double Fee $ M� Structural Reviews $ - C/iz�j Bond $ C7Q t-P S. S- w I Z e-L . 10 TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City 0 State 'J/14 Mortgage Lender's Name (if applicable) Mortgage Lender's Address City - A — State Zip Zip 4,vd s , 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. In the absence of such posted notice, the inspection will not be approve and a reinspecti n fee will be charged. Signature ��"' Signatur 1 OWNER or AGENT CONTRACTOR The foregoing instrume was ackno ledged before me this A day of 20 by _ ('AZ�..� %PAW ,, who is personally known to me or whohasproduce as identification and who did take an oa NOTARY PUBLIC: Sign: Print: ,CA7AwJP-t Seal: ����•,.,L ELOINA HERNANDEZ Notary Public - State of Florida Commission #G4099009 APPROVED BY The foregoing instrumiB/Vho as acknowledged before me this y day of 20 by A4, Ad e F r� i ersonally knowri me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Plans Examiner Structural Review 466t, ELOINA HERNANDEZ Notary Public - State of Florida �= commission #GG099009 FF� . April 30, �2l , 1 Zoning Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County 0 F F I C E 0 F T H E P R 0 P E R T Y Summary Report Property Information Folio: 11-3101-016-0050 Property Address: 115 NW 91 ST Miami Shores, FL 33150-2256 Owner IGNACIO J HUERGO Mailing Address 115 NW 91 ST MIAMI SHORES, FL 33150-2256 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,590 Sq.Ft Living Area 1,224 Sq.Ft Adjusted Area 1,394 Sq.Ft Lot Size 9,610 Sq.Ft Year Built 1950 Assessment Information Year 2019 20181 2017 Land Value $221,950 $211,161 $211,161 Building Value $104,550 $104,550 $97,022 XF Value $29,068 $29,411 $29,754 Market Value 1 $355,568 $345,122 $337,937 Assessed Value $148,801 $146,027 $143,024 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Assessment Cap Reduction $206,767 $199,095 $194,913 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 MANOR PB 45-13 LOT 5 LOT SIZE 77.500 X 124 OR 18718-0826 07 1999 1 Page 1 of 1 Generated On : 9/18/2019 Taxable Value Information 20191 20181 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $98,801 $96,027 $93,024 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $123,801 $121,027 $118,024 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $98,801 $96,027 $93,024 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $98,801 $96,027 $93,024 Sales Information Previous Sale Price OR Book -Page Qualification Description 07/01/1999 $129,000 18718-0826 Sales which are qualified 08/01/1996 $90,000 17339-1223 Sales which are qualified 12/01/1979 $55,000 10593-1138 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: https://www8.miarnidade.gov/Apps,'PA/propertysearch/ 9/18/2019 MAP NORTH SCALE: T"=20' OF EOZJNDARY S-TRVEY 101, 1 LOT-2 - 1 LOT-3 -----1---.--------$kr-l-.ems---- NOCAP 0. 30' 4'CLf. OT O I17 3✓ 3gN--� 3 SN 31 /I E�•�7 //� IN (.i G J NO CAP• P C5L) �o/n 1L O 15'AUEYJ I0'ASPH4LTPVMr. CCLE LOT-5 O' v a O 3PJCK. a m b io 25.5' S 0 3 ao B18 6 4 CONE 14.50' L ONE STORY RE5. N 2350 23.80' ^., 13.50' 3' CONC "ll"'] 10.3. 'ilZI 77.50' NOW O 1 f 11.94' 0.90' M' TOTAL RIGHT-OF-WAY 2O'ASPHALTPVIAT. N.W..9Ith STREET 4'C.L.F. 0.70'B640' FL41W I B.C. NO CAP F.I.P. 92' NO CAP LEGEND ABBREVIATIONS: LYn—D OF VmBW7An Iu-Ron Survey Pros, n c A - ARC DISTANCE AC = AIR COMIGNER PAD 5966 S. DIXIE HIGHWAY SUITE 300, MIAMI. FL. 33143 OCR - BROIARD COUNTY RECORDS BUDG - Bueaxc MBENCHMARK Tel: 305.767.6802 www.survay-pros.-- - BASIS OF BEANNGS CBS - CONCRETE BLOCK k STUCCO (C) - CALCULATED CIIG - CURB k OUITER CLF - C.A. UNK FENCE CO. -COLUMN D.E - GRAkIACE EA5EVENT O.Y.E. - ORA PACE k MAINTENANCE USEMENT 0/W - ON NA, EB = ELECTRIC BO% E.C. - ENCROACHMENT v El = EDGE OF PAVEMENT EW - EDGE Of WATER FOH - FOuxO DRILL HaE FF HNISHEO FLOOR ELEVATION flp FOUND IRON PIPE (NO 0) DR - FOUND IRON ROD (NO ID) IN - FOUND NAR (ND 10) FPL - FLO" POWER k UCNT TRANSFORMER PAD L.E. - LANDSCAPE EASEMENT L.M.E. - LAKE MAINTENANCE EASEMENT (N) . MEASURED DCR - IN MI-UADE COUNTY RECORDS MN - MAN NOTE NL - MONUMENT LINE (P) . PLAT PROPERTY ADDRESS: PIT - PUT BOOK PC - PONT OF CURVATURE PCP . PERMANENT CONTROL POINT 115 NW 91ST STREET. EL PORTAL. R. 3315E LEGAL DESCRIPTION: PE - POOL EOUIPMENI PAD RG - PAGE = PO WIERSECTON LOT 3, OF YIAYI SHORES.PAC MANOR, ACCORDING TO THE PLAT THEREOF. AS REGORGED AN E PL -PLANTER IN PLAT BOOK A!. PACE 13. OF TIE PUBUC RECORDS OL NIAMI-DADC COUNTY, POB - POINT OF BEGINNING pOC = PONT OF COMMENCEMENT RORMIA. PRIM - PERM OF REVERY CURVAMFE • • • • FLOOD TONE. IF:FORMATION: y • PRIM. PERMANENT REFERENCE PNGNVT: IP IN PI - PgNT Of TANGENCY R - RREC5 DISTANCE BASED ON FLOOD SUNANGE RAZE MJp •1O •E FEDERAL EM•t-N•FB W =RECORD MANAGEMENT AHD INOE% MAP R DS .E GYR{ NYLON O9S) R/W =RIGHT -Of -WAY R/ GTTAENL F SURVEY WIMI9 E THE GRAPHICALLY INiEO �IaNC(5) SMO�U ON 11`'S Y P Of SURVEY IS VAMIN4 SHOW SIP = RESDENCE SIP- SP TBIe023 ZONE k BASE D ELEVA1lOIT NIA CDM U Itt E k �14BER )iLLkf�OLEL PORiAI I2 AO MAP k PANEL NUMBER SI! L 1 SND = SET NAIL k DISK LBIe023 SM - SURVEY TIE LINE j • • • V • • • • SOUK - 90EWAUI SURVEY(** R( " gv • Is (TYP) - TYPICAL Y - uFU Bu% U.E. - TUTY EASEMENT ELL ATKWS TN N SHOWN REFER TO 1929 NATONM GEODETIC VERTICAS �1 W/F - WOOD FENCE (MEND 1929). *so* • • 2. NO ATTEMPT WAS MADE Tp LOCATE FOOVY#/�IWLI.lW. OR UNDERGROUND UTUTIES UNL[5 TIER S IED. 3. ME LANDS GN HAVE N07•BEEN ABSTRACTED IN REGARD )I SYMBOLS: (13 = TELEPHONE RISER MATTERS OF INTEREST BY OTHER PARTIES, SUCH AS USEILENIS RIGHTS OF WIT D . CAD TV RISER RESERVA1gN5,,ET� �l� $L�IEO EASEMENTS �Qf�10Y�I • LED 1. MIS SURVE7'IfAS�PRE31CNm FOR AND CE(11TIEb 7M TNPARiYIIES) INDICATED ® - WATER METER % 0.0E = ELEVARON HEREON AND IS NOIARANYE�IBLE OR A5S•9 BLE N WAITMN CONSENT OF INS 1-1 • • • • Is• S • IS (00-) - ORIGINAL LOT DISTANCE = CENTRAL ANGLE !. THE INTENT 01•'TaS SURVEY AS COMMUOGAWO BT ME CERTIFIED PARTIES MI FOR REAL-ESTATE TRANSACTION OR MORTGAGE REFW//��EL�TCCINS SURVEY IS NOT !!k� -L - CENTER LINE ) WIT WI ME WRITTEN TO BE USED @a• 6N'•CA1A PURPOSE OR PARII(iSG AUMORI2A' F TM NfIRu. • e. MIS s rs or BRyyEE OEO FOR MEP DE��CCN NOR CONS1�1�,N•' = WATER VALVE PURPOYS F OSE PURPOIES, A IOPOLR NIC �S1llRVEj MMAA BE REGION CWj URB INLET 7.6. ALL BOUND,,A,A1RlRY LIMIT _TGATTOOIRJS SET ARE11p•I tO l•23 ARE AYO ON M:l• R•^Y TtCflE �F FIRE HYDRANT ENTATK.—Y OESERipIiOaH • H�P SROEIIRCRN�NEDItS 9. FANG[ ONNLCYT T 10. DUITN7NS OHQL<TONS f MIS SURVE•YAP A4bI•R REPMT BY SOMEONE (= LIGHT POLE OTHER MAN THE SIGNING PARTYDES) IS PRONIBItEA&MIHOUT•WR ITCH CONSENT OF O = CATCH BASIN ME SIGNING PARTAIESI 11. BEARINGS WHEN SHOWN ARE 10 AN ASSUMEAAAAR ME CENIERUNE OF NW UTILITY POLE Hs, STREET I'AS BEEN ASSGNED A BEARING Of NW'00'E. IT ®- DRAINAGE MANHOLE CERTIF-IEDTO: ®= SEWER MANHOLE — — = IRON FENCE IGNACIO HUERGO = WOOD FENCE = CHAIN UNK FENCE = OVERHEAD UTILITY WIRE 000am ASPHALT CONCRETE PAVERS TILES COVER SURVEYOR'S (:ER'1'IFICATE: DATE OF FFELD NQRR: HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO ME BEST OF YY KNOWLEDGE AND BELIEF AS 08107/i9 NECCNILY SIMVEYED AND DRAWN UNDER MY DNECTICN AND MEETS ME MINIMUM TECHNICAL STANDARDS SET FORTH BY ME FLORIDA STATE BOARD OF S)RVEYORS AND MAPPERS IN CHAPTER SJ-11 '-DA AOYIMSIRATVE � Iygg4,IBJ CODE PURSUANT i0 SECTOR 472.D27 FLORIDA STATUTE. DRAW B1 NICN AUTHENTIC COPIES OF THIS CAD ME' IRJERCO SURVEY SHALL BEAR THE SEAL AIEEI IIX I ORIGINAL SIGNATURE AND RAISED SEAL OF THE NICOLAS DEL VENTO ATTESTING REGISTERED PROFESSIONAL SURVEYOR & MAPPER ci�PurvnP eun ueoorR STATE OF FLORIDA LIC. / 5945 • r ,r n •r �.•� ' : OCIS Home I Log In User Reglstratlon I Hot Topics j Submit Surcharge Stats a rants Publications I Contact Us KIS Site Map Links Search —' Product Approval USER: Public User 1ml11LLArtam L1'tenp>rmducorAp I ii -rr>AUUkd-hlnj.ltt>APPIicalion Detail •{.3a' �Jiut� r� wif •Ls-- �h # FL FL10778-R4 Application Type Revision • • • • • • Code Version 2017 • • • • • • • • • • • • • • • • Application Status Approved • • • • • • • • • • •••••• •••• •••••• Comments ... • • • • • Archived .••• • ••••• Product Manufacturer Four Seasons Building Products • • Address/Phone/Email 7815 American Way • • • Groveland, FL 34736 • • • •. • • • 0000 (352) 787-7766 • • • • • • • • • • • bl<aufmann@fourseasonsbp.com • • • • • • • • • • Authorized Signature Bill Kaufmann bi<aufmann@fourseasonsbp.com Technical Representative Bill Kaufmann Address/Phone/Email 7815 american Way Groveland, FL 34736 (800) 342-9077 bl<aufmann@metalsusa.coin Quality Assurance Representative BILL KAUFMANN Address/Phone/Email 7815 AMERICAN WAY GROVELAND, FL 34736 (352) 787-7766 Ext227 blcaufmann@metalsusa.com metalsusa.com Category Structural Components Subcategory Structural Wail Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer —1 Evaluation Report - liardcopy Received Florida Engineer or Architect Name who developed the Do Kim, P.E. Evaluation Report Florida License PE-49497 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2022 Validated By James L. Buckner, P,E, @ CBUCK Engineering '✓1 Validation Checklist • Flardcopy Received. Certificate of Independence FL1O77R R4 C01 Certlft;jtp of ind nd n r& Referenced Standard and Year (of Standard) Standard eL TAS 201 1994 TAS 202 1994 TAS 203 1994 UL1715 1997 Equivalence of Product Standards Certified By Sertions from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Riin,mary of Products Method 1 Option D 09/29/2017 10/02/201.7 10/09/2017 12/12/2017 FL lmodel, Number or Name D I liption ' • • • • 10778.1 3"x0.032"x1.S# Alum Composite 4luminum skin. EPS core, composite pAt 1079ttm 0090 Panel •••••• • ` Limits of Use Approved for a in HVI-IZ: Yes Approved for use tside HVFIZ: Yes Impact Resistant: Yes Design Pressure: +S8/-58 other: Nominal DP shown. Ultimate DP=-I-/-96 PSF. 48" wide max, panel width tested Installation Instructions -- • •' • FL10778 R4 II 080515-FL10778-R4 EMBJ4NPSOnS Tns1a11 • • � • � Instnlctlons.pij • •: • �: Verified By: Do Kim PE 49497 •0 96 Created by Independent Third Party: Yes Evaluation Reports ; • • • FL10778 R4 AE FL 107778; R4 Evaluatlon Reno tnd Created by Independent Third Party: Yes • • • • • •� • • • • ;""• 10778.2 4"x0.032"x1.5# ALUM COMPOSITE Aluminum skin, EPS core composite panel system • • • PANEL Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +58/-58 FL10778 R4 T1 080515-FL1077B-R4 Four Seasons Install Instnlctlons.nd Verified By: Do Klm PE 49497 Created by Independent Third Party: Yes Other: Nominal DP shown. Uktiamte DP=-F/-96 PSF. 48" width Evaluation Reports may. panel width tested FL10778 R4 AE FL 10778-R4 Evaluation Renort.nd Created by Independent Third Party: Yes [ENM—M] Contact Us :: 2601 Blair Stone Rnad, Tallahassee FL 32.399 Phone: SSO-407-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privary Statement :: Accessfbtllty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to n public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.407,1395. *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 emalls provided may be used for afrlciai 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 dick ligm. Product Approval Accepts: Credit Card Safe, Do "'livi Et IAX CE3NSULTING STPucTur2AL ENIMNEERS Florida Board of I nguieers Certificate of Authorization No. 26897 • Ceptilic(de o flndependence �••••' Do Kim and Associates, LLC. and Do Kim, P.E. do not have nor will acquire financial interest 41c• • company manufacturing or distributing the product or in any other entity involved in the approval process of the product named in the accompanying Florida Product: Approval. • • • p .ce..... l ' Fs••Fto2�or:rG�?. Tldsimm k�s Leen Aemankrlly,lpnedand;n�leJ lryOa Y. Do Kim, P.E. KLn PE en lMs dale u, nryr �kllul SM�n^uxe. PJNrd copks oltlds Jocumrm me no, mnsldend si eJ and scalydanA FL 449497 'lit , anus, be verified on my circnnnk cnplm. ms 6.11.19I5ds: -1•nM P.O. Box 10039 813.857.9955 Tampa, FL 33679 dic@dolcimengineeringmet Do i INtl cc AcsLICI1`-e-ESA L L2' C❑IVSULftIVG STRUCTURAL ENoGINGERS' Florida Board of Engineers Certificate of Authorization No. 26887 Product Evaluation Report Date: September 29, 2017 Report No.: 1.008-01-R4 Product Category: Structural Components (FL 10778-R4) Product sub -category: Structural Wal l Product Name: E.PS Foam Core w/ Aluminum Skin Composite Panels Manufacturer: Four Seasons Building. Products 7815 American Way Groveland, FL 34736 Phone:800-874-9065 . . .... ...... .... . ..... ...... .. . ..... • •••••• • • • • • • •••••• • • • • • •• • • •• • • • Scope: This product evaluation report issued by Do Kim and Associates, LLC and Do Kim, P.B. for .Metals Building Products based on'Florida Department of Business and Professional Regulation Rule 61 G20-3, Method (2) (b) of the State of Florida Product Approval. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or updates. Do Kim and Associates, LLC and Do Kim, P.B. 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 named herein. This product has been evaluated for use in locations adhering to the .Florida Building Code 6"i Edition (FBC), inclusive of the HVT--TZ and where pressure and deflection requirements, as determined by Chapter 16 of die Florida Building Code, do not exceed the following allowable (net) design pressures of -1-/- 58 hsf. 073 =b ;w- 10 Do ICim, P.B. FL 449497 P.O. Box 10039 813.557-9955 Tampa, FL 33679 dl<@dol<iniengineering,net Shcet 1 of 3 DO 41',ISSOCIATt�S, US; C,;0NEiLJL-j*]NG E,TRUr-TL JAL ENGlf,1LErR Supporting Documents L Drawings: • a. Drawing No. 080517 titled " EPS roam Core Coii1posite Panels", sheet 1-1, prep�%416y: Do Kim and Associates, LLC., signed and sealed by Do Kim, P.E. 0*000 2. Testing •••••• a. Testing per TAS 201.-94, TAS 202-94, TAS 203-94, ASTlvf E8/A370 or B557 by • • • • Certified Testing Laboratories, 7252 Narcoossee Rd, Orlando, PL. 32822. •••• i. CTLA 1844W """ ii. CTLA 1844W-1 iii. CTLA 1844W-2 iv. CTLA 1844W-3 v. CTLA 1844W-Tensile Test Results 00 • 3. Calculations a. Panel performance engineering analysis for tested loading conditions have been prepared based on comparative and/or rational analysis, prepared, signed and sealed by Do Kim, P.E. 4. Other a. Certificate of Participation issued by UL Laboratory that manufactured products are covered under UL quality assurance program. P.O. Box 10039 813.857-9955 Tampa, FL 33679 clk a dokimenginearing.nct Sheet 2 of 3 .... ...... .... ...... GONsui_, ING S-rrLUCT IJRAL i:NGJh1EEWR Limitations and Condition of Use 1. Large and small missile impact resistance has been tested and passed in accordance to theiiVliiL *of:** requirements in this approval 2. Each product listed above sllall be installed in strict compliance with its respective Prod�Ct• • •, Evaluation Document and site specific engineering along with all components noted here".,*• 3. Use of each. product shall be in strict accordance with its .Product Approval. Evaluation 00 . • •. Documents as noted herein for outdoor patio construction use only. „•, • 4. Composite panels shall be constructed using type 3105-iT25�4 alunninunn facings, 1.5 PCB\91�A/1 C-578 core (Expanded Polystyrene) adhered to alunninum facings with Ashland Chemical 5040/5050ISO grip. Fabrication to be by Tour Seasons Building Products (.FSBP) and sTiaLl•on:y be in accordance with approved fabrication methods. 5. FSBP roof panels maintain a UL 1.715 roof fire test without sheetrocic and is assigned file 4R14029. 6. This specification has been designed and shall be fabricated in accordance with the rcquirenncnts of the FBC, composite panels comply with Chapter 7 Section. 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local building code amendments shall be adhered to as required. 7. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including load combinations) using the data from this approval. 8. Deflection limits and allowable spans have been listed -to meet FBC including the .ITVHZ (L/80 for spans < 12'-0" in T-NT-TZ and L/120 in non-T-NlTZ per Chapter 16 Table 1604.3 deflection Iirnits). 9. In HVHZ regions, the L/80 deflection limit is for use in Group R3 occupancies with roof projection not exceeding 12 feet and where the structures are not to be considered living areas per FBC Section 1616.3.1, 10. All supportinghost shlictures shall be designed to resist all superimposed loads. 11: All components which are permanently installed shall be protected against corrosion, contanunation, and other such damage. 12. Size and Span Limitations: a. Composite panels shall be limited to those specific panels listed. in the .DWG. #080517. b. Allowable panel spans shall not exceed those listed in the tables of DWG. 4080517. P.O. Box 10039 Tampa, FL 33679 513.857-9955 dk@dokinnengincering.net Sheet 3 of 3 .... ...... • .. ...... • ••••• .. . •••.. . . •.•••• • • • A • f • • • . . ... . . . ... .. .. . . . .. .. . • • • • - TOM FOUR SE. ASONS BUILDING.PRODUC:a.S . • • •• ••• • Wnnn cuAcrR.Tr, LAC SCREWS 2' FROM PANELS ENDS L it' QC. PER PANEL CZ)-:'x2Y.' ELCO CRETE-FLEX S34 OR EDUAL 2' FROM PANELS ENDS L It- QG PER PANEL It 3 z 11.032 z L5-L3 EPS WALL PANEL (ALLOWABLE CLEAR SPAN CHARTS) N4Lt17yHATE D11�t %,?F —LLD—ABLE SPAN (FT) a rsy:w-:geG3 F-•alf av a.c �.ni :s� .ytSS( C tniei•e• • • • • G' x 0.032 x LS-L3 EPS WALL PANEL [ALLOWABLE CLEAR SPAN CHARTS) MAX. UI.TIHAT �Gg IG:C _E j MAX. ALLOVFBLE SPAN (FT) rSF IrCi[ „fi iU a�v v,,.>:: BEY aSC:x.I 1, —P x L.032 x 1.5-LB EPS ROOF PANEL (ALLOVABLE CLEAR, SPAN CHAP.TS) HAa, ULTIMATE OStrdt MAX. ALLDVABLE SPAN (FT) SEAL JOINT WITH CONTINUOUS BEAD DEGASEAL 2000 CAULKING �UUUU UUUUUI 1_ 0000 00000Ch Q, O O O O O O O O O O C d i FI DE SxS: ER !}; o FENDER WASHER B ON ACIN AND NEOPRENE GASKET. INTERN n—r. Rncr SFFTtnra 2' -P.OH EACH END L 6' D-C- IN 3ETVER. BEAD DEGASEAL 2DDD CAULKING (41"ALSe U A AH (METALS USA PANEL) SLO?- I ta% WIDTH IN7ERLOt EPS CORE I 1/2LB 'C' rXANt`^L C1 f8x3/4' SMS SCREW 2 L : FROM PANEL EDGE C6053 T-5 ALLCrY) Moe 6' U.C.EP. EAr4 RODFU.C.PANEL CTTP. T L ) ELE-URIC WALL HZAD7R C6005 T-5 AL1j3Y) (G' PANEL - 12' CZAR SPAIa— ENGI EER(I'IC ENGINEER CTr R=_raI➢ 70 PP.QVID--_ rat R0F ENIrECf[ON L SIYtORTIN'G S7al1CTIPi DETA7IS `9aC/." S.HS SopW 2' & FROM BOTH Z), S CTr?. EACH st➢-:) EPS PANEU SPAN DETAIL 1'L•RALNOTES I. Composilc panels slrJl t)= cpnslruncd using )y1.r's705-1i254 a'uminum (Briggs, 7 S FCF ASTA1 C-=78 L-PS core (Lepvtdzd PolystYrcnc) adhundto aluNoinum facings n$Q7 AshLihd Clicmica151k10:'Sq=O ]SO trip. Fnbricmion ofPour Scasons Building Products 1..ncl products shrill only be in Dccordnncc tutu approccd fabrication methods. 2. Four Seasonsroofp➢nclsp➢sses'UL1715.ioorfiielesitvilb6litsbectrockmrdisassignedtila;,R14029. 3. This speciGallon has been d'csigncd and shah be brieuled in accordance TYilh the requirements ofthe Florida Building Code G)hl C-di:ion (pIIC), eompositepnbeis comply '!Ill Chipler 7 Section 720, Chapter S Section S03, Class A interior finish, and Chapter'_G Section 2603. All local building code amendments shall be achcred tons required. 4. The designer shedldetermine byecrept-dengatecruhg practice-thenllawablelaadsforsitespeciticiondeandidnns(includin: lend combin➢lions) using the dh:a from Ibe nllowable loads inbles and spans in This approval. ` 5. Deflection lintsanduUmlimblespanshavebeenlisted tomcelFBCindutlingthel-MIZ. 6. 'fcsilng has been conducted in accardancc to -fAS 201-94,'1 :AS 202-ELT, TAS 203-94, and AS7'A9 ES. 7. Refemneeitstreports: CTLA IS44W, CTLA )S44W-i, Cfl-\ 1S:4\\t-3, CTLA IR4; -3, and CTLA ISa4Uf Tensile'rest Rcsulm S. In the HYM7, nil fasteners to he austenitie stainless steel or comcd or plated carbon steel with n Rock,zll hardness kss than C3S in flu, load bearing portion oflhe shank. Screws sliall $e zinc canted per ASTb9 A123, AGQ 11 or 6637 or nid:cl%chromium plalcd perASTbi 13458; Type SC per Aluminum Design hdanual, Scainn 5.4.1. 9. Panels with fall beams shall be considered equivalent to similar penels+vilhnut fall beams. Design professionals cony include the strength of the fan beam to exceed` shown figures ns part cf silt-spcciric engineering. 10. Products meet the FBC deflection limits including thel-1VI1Z (L;,RO for spans _< 12'-01' in 1-IV']dZ and 1.1120 in non-14\I1,1Z par Chapter 16 Table 1604.3. - 11. In HVHZ regions, the 1-;80 deflection limit is for use in Group R3 occupancies with roarprojeuton not exceeding 12 feel and where the structures are not to be considered- living areas -per FBC Section 16I6.3.1. - 12. Roorand wall panclsmay be interlocked to unlimited widili within [Ile limitations of the site-specifhe engineering. 13. \mall and roofpancls may be used in site -specific engineered sunroom syslcros utilizing elnzcd openinps is allowed by file engineer Dfrecord. - - 14. Concrete subsume shall he 335o PS1 minimum. Concrete block shall be 207O PSI minimum. \\'and sluff have specif is gmviq• (G) of 0.36 minimum. o9z3/1' SMS SCREWS 2• L l' FROM BOTH ENDS L G' o.C. IN--a=-WEE)t CTY?. EACH S!➢� O?iIQNAL UTTER 0.R DRIP CA? CINCIDrNTA-I) 36' MAX IN FRONT L 25Z D-. PANT WIDTH 9 stars 02' MAX AT SIDES) 3'xa03ZIL51 CS OR G•XM93- zLSL ?S / Clztzi USA PANEL) _ / BEAD OCGASERL 2030 ////-• rJ;uxlNc �R BOTi0.H TRACK / (6053 T-5 ALLO'n r(' I Wf�n srNsrRAst OR ilzxt• LAG scle`Ws Z. FR rFJ lnl P .S ENDS aL F--..t PANEL pre .. ,. rrx rn T a nra•. C.' FROrZX SSA DR EaDIns JAL u' O.G P3 PAN--L `f 2.4IS< 2, 97 Q� 3.]aD l� OR 4.1 aD EL=CTRICALwALL HEADER 3.140 OR 4.140� .050 5.730 OR — —� 6.730 307701,4TRACK 4.10'0 j jI A� .070-1 •C' CHA:.H_L Tug Tern bpi br±n elrc;r-nply S:nnrd ana�i -Y Co Y, Kr. FE pn till date m'vg a D:Bnal 7 Aavture..=rin:cd rnprr•. or Nhu dacun:�f are no) '_--d suJprd andseal_d and Nhe ii5na:ure es) be •rrifred on a+1Y <Iec:ronit enpiei ID K I M G ASSOCIATES. LLC CONSULTING STRUCTURAL ENGINEERS PO E- )DT3 FL 3D375 i ee tE)3)ETc-SBan Fc<fEv) R7e-52E3 Nsr eD rca ProcaLT �I+ rsrssusD Fog±i;c -1f1 Ae I'r I RP'LED F_R Fst 5T ol�l Ean:aEDia.F_e4, tui� 1)a3 r r^"J-La oNti l,A rG.A nq�� oso�s� ors sr. )am:ll/ Drawing No. - 080517 SHEET 1 OP 1 .��.. fl �t? r•.'••.'�ij J(.. :.r' gat! ,s. f�� Mz OCiS Home Log In User Registration lint Topics j Submit Surcharge I stats P. rants Publications I Contact Us OCIS Site idap I Llnits I search �•kxida, r Product Approval USER: Public User go Ci._.h1L t124La! frog > rroducL_or anjnthm rxurhr > AmllcathmA:il > Application Detail '✓I r )bl�.,,lu FL dk FL10778-R4 i Application Type Revision 0000 Code Version 2017 : • 0000 0 Application Status Approved • �� ' • •• • • • •••••• •••••• Comments . • �•..•• • • Archived ••••:• • • • •••••• ••••• Product Manufacturer Four Seasons building Products Address/Phone/Email 7815 American Way •••••• � • . • � • � � � • • • Groveland, FL 34736 • • • (352) 787-7766 • • • • • • • • • • • • • • bkaufmann@fourseasonsbp.coln • • • • ; • Authorized Signature bill Kaufmann bkaufmann@fourseasonsbp.com Technical Representative bill Kaufmann Address/Phone/Email 7815 american Way Groveland, FI- 34736 (800)342-9077 bkaufmann@metaisusa.com Quality Assurance Representative BILL KAUFMANN Address/Phone/Email 7815 AMERICAN WAY GROVELAND, FL 34736 (352) 787-7766 Ext227 bkaufmann n metalsusa.Com Category Structural Components Subcategory Structural Wall Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -! Evaluation Report - Hardcapy Received Florida Engineer or Architect Name who developed the Do Kim, P.E. Evaluation Report Florida License PE-49407 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2022 Validated By )ames L. Buckner, P,E. @ CBUCK Engineering '," Validation Checi<(Ist • I•lardcopy Received. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard TAS 201 TAS 202 TAS 203 UL 1715 -year 1994 1094 1994 1997 Ser_I;ions from the Code Product Approval Method Date Submitted Date Validated Date Pending FDC Approval Date Approved summary of Products Method 1 Option D 09/29/2017 10/02/201.7 10/09/201.7 12/12/2017 FL Number orName b cription •••••• •• ---- �-hodel, 10778,1 3"x0.032"x1.5# Alum Composite —-----1—- luminum skin, f_PS core, composite panel systM* • • Panel • •' • • • Limit of Use Installation In StRICUOTIS • Approved for(einIVFIZ: Yes FL10778 R4 II 080515-Ft.10778-R4 Fnt(L, Pas�ttejrstallApproved forside HVI-IZ: Yes � Instnit lnns.�••Impact Resistant:es Verified By: Do Klm PE 49497 00090, Design Pressure: 158/ 58 Created by Independent Third Party: Yes ; • • • Other: Nominal DP shown. Ultimate DP=-i-/-96 PSF. 48" wide Evaluation Reports • FL10778 R4 AE FL 10778-R4 Evaluation RgpQ tom( : • max, panel width tested Creaked by Independent Third Party: Yes • • • 10778.2 4"x0.032"x1.51k ALUM COMPOSITE Aluminum skin, EPS core composite panel system PANEL Limits of Use — Installation I115L1'LICUO11S Approved for use in HVI-IZ: Yes Fj ID77A R4 II 080515-FL10778-R4 Four Seasons Install Approved for use outside HVFIZ: Yes Instrvctions.Qd Impact Resistant: Yes Verified By: Do Klm PE 49497 Design Pressure:-1-58/-58 Created by Independent Third Party: Yes Other: Nominal DP shown. Ultimmte DP=•F/-96 PSF. 48" width Evaluation Reports may. panel width tested FL10778 R4 AE FL 10778-R4 Evaluatlon Repoit.plji Created by Independent• Third Party: Yes tl:,rl: that contact Us :: 2601 0lair Stone nnad, Tallahassee FL 32399 Phone: n50.407.1024 The State of Florida Is an AA/CEO employer. Co0yri9h[ 2007-2013 State of Nnrlda.:: Privacy 5tatemrn1 :: Ar.[cssihlllty Statamr-nt :: Acfund Stntemrnt Under Florida law, email addresses are public records. if you do not want your a -mall address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If ynu have any questions, please contact 850.407,1395. *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 emall address if they have one. The emalis 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 AS5, F.S., please cllclt llgm Product Approval Accepts: � ® ER-M Credit Card We. s"'w.1I1i1 dtir A-imor.IA—,"ES.I L L U cbN ui-TINC, .r-.1'} RUC TURP',L C:IU[1IhlEEI?S Florida Board of En.guieefs Certificate of Authorization No. 26887 •••• • • 0000 Leptr c ate o f l}' dpendence • • • • • • „ • , Do Kim and Associates, LLC. and Do .Kim, P.E. do not have nor will acquire financial interest in thc• • • •:. • • •• • company manufacturing or distributing the product or in any other entity involved in the approval provoFs : • • • •: the named in the accompanying Fl.oricla Product Approval. ',;,, • of product Thh I— hu been elemonlrolly,yneA anA eeoled byD. Y. P.E.Rim. PE on 1411 dolt min9 o DkilDl SMnalure. Primed cople, Do Kfi(m,I,(�PEallbb dot .lue.1 .,Id,,,d,Iprrod md,,.*d—I TL �� F1'"I J7 ll,., awe—beoedll,d.n ny,k.,-I—pk,. 1' L 7016.11.791SMSA-1.6SW P.O. Box 10039 813.857.9955 Tampa, FL 33679 cllc@ctolcimengincel•ing.net GONSLIL-(INr-3 v TRUC TIJMAL ENGINEERS Florida Board of Engineers Certificate of Authorization No. 26887 Product Evaluation Report Date: September 29, 2017 Report No.: 1.008-01-Rd Product Category; Structl.11'al Components (FL 10778-Rz1) Product sub -category: Structural Wal I Product Name: );.PS Foam Core w/ Aluminum Slchi Composite Panels TVlanu'facturer: four Seasons Building Products 7815 American Way Groveland, FL 3L1736 Phone:800-S74-9065 Scope: This product evaluation report issued by Do Kim and Associates, LLC and Do Kim, P.E. for .Metals Building Products based on Florida Department of Business and Professional Regulation Rule 61 G20-3, Method (2) (b) of the State of Florida Product Approval. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or updates. Do Kiln and Associates, LLC and Do Kim, P.B. 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 named herein. This product has been evaluated for Ilse in locations adhering to the Florida Building Code 6t1i T3ditioln (FBC), inclusive of the I-IVI-TZ and where pressure and deflection requirements, as determined by Chapter 16 of the Florida. Building Code, do not exceed the following allowable (net) design pressures of I /- 58 psf. ............... F.. Do ICim, P.D. FL 449497 P.O. Box ]0039 39 S13.857-9955 Tampa, 1 0dlc r�dokimegfiiccring.net Sheet 1 of 3 Db V-Cj b- G, CE3N5LJLTING [-:iTl@I_IC fURAL ENGINEERN Sup ortin, Documents L Drawings: a. Drawing No. 080517 titled "EPS Foam Core Composite Panels", sheet 1-1, prepared by Do Kim and Associates, L T_C., signed and sealed by Do Kim, P.E. 2. Testing a. Testing per TAS 201.-94, TAS 202-94, TAS 203-94, AST1v! 1✓e1A370 or T3557 by • Certified Testing Laboratories, 7252 Narcoossee R.d, Orlando, FT_. 32822, • • • • i. CTLA 1844W •..... ii. CTLA 1844W-1 •••�•• i ii_ CTLA 1844 W-2 • • • • iv. CTLA 1844W-3 v. CTLA 1844W-Tensile Test Results 3. C£llCtllat1011S a. Panel performance engineering analysis for tested loading conditions have been prciarU • based on comparative and/or rational analysis, prepared, signed and sealed by Do Ttlm, • • P.E. 4. Other a. Certificate of Participation issued by UL Laboratory that manufactured products are covered under UL quality assurance prograin. P.O. Boa 10039 813.S57-9955 Tampa, rL 33679 clk@clolcimengineering.nct Sheet 2 of 3 .... ...... .... ...... .•.•• • f tM ¢�. i.,. C..} GOWSu!-7�wG_�_i"f'r�'uC � u�'P.L l=1JGII�IF='E1:�' ]Limitations and Condition of Use 1. Large and small missile impact resistance has been tested and passed in accordance to the 1-TVHZ requirements in this approval. 2. Each product listed above shall be installed in strict compliance with il:s respective Produce, 000 Evaluation Document and site -specific engineering along with all componn ets noted herein... 3. Use of each product shall be in strict accordance with its Product Approval. Evaluation • • • : • - Documents as noted herein for outdoor patio construction use only. 4. Composite panels shall be constructed using type 31054-1`254 aluminum facings, 1.5 PCF 4-IT". C-578 core (Expanded Polystyrene) adhered to aluminum facings with Ashland Chemical • �' 5040/5050 ISO grip. Fabrication to be by Four Seasons Building Products (FSBP) and shall a11: • be in accordance with approved fabrication methods. ...... 5. FSBP roof panels maintain a UL 1.715 roof fire test without sheetrock and is assigned file ; • #R14029. ' 6. This specification has been designed and shall be fabricated in accordance with the requil-enwn'fs : of the FBC, composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local building code aimen.dments shall be adhered to as required. 7. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including load combinations) using the data from this approval. S. Deflection limits and allowable spans have been listed -to meet FBC including the .i1VHZ (L/80 for spans < 12'-0" in iTVT-TZ and L/120 in non-T-TVT--TZ per Chapter 16 Table 1604.3 deflection 1 imits). 9. In HVHZ regions, the L/80 deflection limit is for use in Group R3 occupancies with roof: projection not exceeding 12 feet and where the structures are not to be considered living areas per FDC Section 1616.3.1. 10. All supporting'host shuchues shall be designed to resist all superimposed loads. 11: All components which are permanently installed shall be protected against corrosion, coritanunaLion, and other such damage. 12. Size and Span Limitations: a. Composite panels shall be limited to those specific panels listed. in the .DWG.110S0517. b. Allowable panel spans shall not exceed those listed in the tables of DWG. #080517. P.O. Box 10039 S13.857-9955 Tampa, FL 33679 dlc a dokimengincering.nct Sheet 3 of 3 .... ...... .... ...... ••..•• .. .. . . . .. .. . . . . . . . . . . . • . . ... . . . . .. . P1y��'-•�'larv. FOUR S;_CAf`/N-1. It z D.a32 z LS-L3 EP Vatl R.H'EN BUILDING Pf : HP COL `H✓ ERLLt}J�3 SPA IF TJ • • • CPSF) 0 L/ 0 • t�ucue I H 0-032 z LS-L3 EPS VALC PANEL • • • CALLOVA3LE ZLEAPI SPA2T5) • H • • r UUyyTIN • pyIGN HAS. ALLO).�S E SPFN CFTJ • • • • �vr=uze� • • • F) L/ I L/1'o • u • • • • • ut • • c�na� «C, `�r.'1? I°i`'�7ij•" ys fir, r czc c. 4' z 0.032 z LS-LB EPS ROOF PANEL CALLOVADLE CLEAR SPAN CHARTS) NAX. ULTINRTE ➢aSICN MAX. ALLOVA3LE SPAN (FT) PREsItPe [P' F) L/LBD 1 1./120 [Rny:�Yy:Tw-[63`S I,Y.:n IY• �� .)nLtraTs[L SEAL JOINT VITN CONTI14UDUS DEAD DEGASEAL 2000 CAULKING •q:i}• nz ■14>a P.v+<LLAG SSENSLIt-aC. OH PER PANEL cnurvFTr ng rnNr n =000 U U U C �ce)- 0 0 C) 000C �_ 801 TOM Acua -- 12)-:'z2)'.' ELCO CRETE-FLIX SS4 OR EQUAL - FROM PANELS ENDS L INTCBI nrr; lnr. lznl Ir,-,,n,, Tv OC. PER PANEL 3EAD DEGASEAL 20DD CAULKING / 4•z0.0EPS % (METALS S USA SA PANEL) SLOPE VIDTH f�ERLDIXIIa-v / PANEL CV<•rT HI:: SLOPE) �000e000000 OOOOOOODO EPS CORE 11/2L3 o_o•,o,•o„ � ✓/oP o CI)SRz3/4 SMS SCEEV _ •C' CH`4la^r L riZQM PAN-cL EDGE , C6063 T-6 ALLOT) AND a 6- = PEP. EAC4 ROOF PANEL CTYP, T L a) ELECTRIC VA" NG_ADER C6005 T-5 ALLOT) C4• PANEL - 12' CLEn2 SPAI:)- SrTE SPECIFIC FJIGIbeM CF REC62D TO PROVIDE rlx ROOFCCI` I CTION L S SUi?ORTInG STRUCTURE DETAIL -DC/,- S.YS SCPSVS 2' F2oH 3OTH ENDS L S. O.C. IN vvT•J_1L CTTP. EACH SID-D EPS PANEU SPAN DETAIL e14z5' SAS: V/ FENDER 'ASH.- AND NEOPRENE GRS1:Er. 2' -ROM EACH END L 6' O.C- IN 3_TVEIL 3z3/4• SHS G.EI., 2' L 4• FROM- BOTH ENDS L 6' OL 1H >=TVE-N. CT.P. EACH S!➢6 36' MAX IN FRONT L 25Z lTi' PAN] VIDTH G SIDES Ct2' MAX AT Stom 3'zDA?1LS. EFS OR 4'xoZ32•zL.St EPS C(-ALS LCSA PANEL) BEAD DEGASEAL ZIDO CALr,.KiHG -BOTTOM TP.AU (6OSS T-5 ALLOT) 1. ComPosilc panels SlvII b2 constructed Ming IYJj - 310S-1.1254 a+JP.tinum CzZ`Dgsa 1.5 rCF ASTI`9 C-571. EPS enrc (Fepanded Polyst7Tne) adhered to almliinum Iacinns mith AshLEnd Clictai=15040:500. O ISO grip. Fabrication orFour Scasons Buil din Producisr=cl-producls shall onlybe. in acco'dwecwh1i aPpro-Tt1 fabrma@on met6Dds. g -. Pour Seasons roofpands passes`UL 17l5.ivolfire IcSllvilhhtll Sbttlroel' C and is assigned file flR14029_ J. T11is3Pcci(:=1lOnhashen. dcsigncd and sh2li be 1'bricaled in acenrd9nc.-n•iil) the regnimmemsofthc Florida Building Code G1t1 C-di:inn.(FB C), composite pdiiols comply "th ChaPIer7 Seclion.-120. Chanter S Section SDI, Class A interinr finish, and Chapter26 5eclion 2603. All Ioral building code amendments alidll be achcrcd to as lequircd. 4. The desiznershnll determine byaceepted en_ ni-cru:g practice the allaamble loads farsile specific load conditions (including [cad combinations) Using Ilie daft Iron) Ibe allowable loads tables and Spars in 111is approval. 5. DcOecdo,hmilsandullott-2blespins have been }istedtomeetFliCincludin_gllitI Vi17.. G. Testing has been conducted in accordance to "TAS 201-94. 1:4S 202-94. TAS 203-94, and ASTIO ES. 7. Ref rcncetest repots: CTLA 1 S44W, CTLA 1944 W-1, CTLA I S94igl-2, CTLA I 84; W-'s, and CI'LA 1 S44W T.m6la "rest Re_culm S. In the }iVHZ, all fasteners to be ausictihic slainlci s steel or wined orplamd clrbon steel v8th a Rockwell hardness less Ihan C3:� in the load bearing portion antic shahla. Scrctts Sliall.lie zino coated per ASThd A123, A6411 or 13633 or nickclfcbromiun) plated per ASTM 13456; Type SCper Aluminum Design T4nnual, Sezlinn 5.4.1. 9. Panels nilh fin) beams shall be eonsidcred equi)�alenI ID siiiiilar pancls)a'ithnut f n beams. Design pmfessinnols n)av include the strength of the An bean to cxcecd slioJvn figures as Pdrt orsite-specific Cna mccring. 10. Products meet the FBC deflection limits including the i-IVI`IZ (L=S0 for spans I)* rm in IiVJ 1Z and L+J20 in non-1-1V1IZ per Chapter 16 Tnblc 1604.3. - - 11. In HVHZ regions, the USO deflection limit is for use in Group R3 occupnncicc )rich roofprc jection Urn exceeding 1feet and Where the siruelums are not to be considered -living mreasper FBC Section I616.3. i. !?- Raofand )roll p➢nelsmay b➢ in!crloeked to unlimitedwidili wiihin the limit liOns or the Sile-specific engineering. 13. ]lull and roorpancls may be used in site -specific engineered sunroom Systems utilizing glazed opcnins as allo.�•cd by the Drreeord. - - - 14. Concrete nlbstnta shall he 33:0 PSI minimum. Concrete binclt shall be 2070 PSI nlininwnl. Wand shall have specif is.-mvip• (0) 0170.313 minimum. OPTIONAL urr-P OR. DRIP CAP CINCID_NTAL) ino m- TP-s- ¢Ea PAEMDS t-t PANEL L' [prrP-- rR rrnr C2J-. '� ' ELEO L- TE-r-LX 554 nit EOJAL 2' )70Y PA)CLs [T7S L U. OG P3 PAI.'-L _<4 2 f92 ,y `.070 lI 3.150-� OR 4.150 c =LECTRICAL%YALL HEAO=R 3.140 OR 050 �5. R0 OR --� 6.730 OTTOLSTFLAcr 070 J 'C CKAI.•HEL T Ius •tern ha: by: n cleernicnlly 3:nnad>ru a Iva. Y. A'rn,P: vn Ihii d:lA rnin3: Di3)NI d tapir: vI,hu drvv .,n n:vign3dand scald and lha 3i0n>: u:a :K, be.•cri➢eel on zp ela::rvn)[ CnPici 3 017A?_' 31 E D i S E -0e90' D ❑ I-IM G .iSSOCIAT=.S• LLC CONSULTING STRUCTURAL ENGINEERS FC p:FL sac [Flat s;asa,➢ ©la'al lura o:veATrtgrrr_r I QI r,l n_-IS3]!•_L-fCi. Tom.+. _c r rt«?a Tor. rse _•, 1a3 ORIO VAL Dra•/ing No. - 080577 SHEET 1 CP 1 lNIAP OF BOUNDARY SLTVEY O / I V } !' CO 4 C.L.F.Lo / n ao < Z o 1 1 W 0 BRICK a o o W ►V p 5.0' w r, 'cr 25.5' _ 9.3' POOL IS - L 3: < ^� f^ 70 L, 5 g�f ¢ } U*) 0 3' 6.5' C) - �-- C LOT-4 LOT -6 '0 C] I J r 8.6' o,. 0 CONC 0 CV I ' >00 W c n CO N 4 0.40' 9.1. :.,.;• '"..6.15' �" 11.94' 0.90' C = CONC: Co N I 14.50' ONE STORY o L RE3. # 2350 co v N N 0 23.80' 4'C.L.F 13.50' ri PL L40A*'4LL 0 12.07' Am 1.1 8' 9.4' ih ti 8:0' r` . LID17.50' 4 '.3' N v N 2.2� 8.1' s s : CONC WALK. 3' N 2.4' CONC Ln 4 DRIVEyc p y c\ O NO CAP m 10.3' 13.30 . 0.708640, W.M.© Mm. 7T.rJO� FI..314' B.C. 4 NO CAP F.I.P. 1/2" NO CAP Off, .5.` 0 4 ' 4, .. 21.0' ~ 0. TOTAL RIGHT-OF.WAf '20'AswHALteVMr:: 7777 BpB: N90'00 00"E I .Fr>i rrn ABBREVIATIONS A = ARC DISTANCE AC = AIR CONDITIONER PAD BCR = BROWARD COUNTY RECORDS BLDG = BUILDING BM = BENCH MARK BOB = BASIS OF BEARINGS CBS = CONCRETE BLOCK & STUCCO (C) = CALCULATED C&G = CURB & GUTTER CLF = CHAIN LINK FENCE COL = COLUMN D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE & MAINTENANCE EASEMENT D/W = DRIVEWAY EB - ELECTRIC BOX ENC. = ENCROACHMENT EP = EDGE OF PAVEMENT EW = EDGE OF WATER FDH = FOUND DRILL HOLE FF = FINISHED FLOOR ELEVATION RIP = FOUND IRON PIPE (NO ID) FIR = FOUND IRON ROD (NO ID) FN = FOUND NAIL (NO ID) FPL = FLORIDA POWER & LIGHT TRANSFORMER PAD L.E. = LANDSCAPE EASEMENT L.M.E. = LAKE MAINTENANCE EASEMENT (M) = MEASURED MDCR = MIAMI-DADE COUNTY RECORDS MH = MAN HOLE ML = MONUMENT LINE (P) = PLAT PB = PLAT BOOK PC = POINT OF CURVATURE PCP = PERMANENT CONTROL POINT PE = POOL EQUIPMENT PAD PG = PAGE PI = POINT OF INTERSECTION PL = PLANTER POE = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRC =POINT OF REVERSE CURVATURE PRIM = PERMANENT REFERENCE MONUMENT PT = POINT OF TANGENCY R = RADIUS DISTANCE (R) = RECORD R/W = RIGHT-OF-WAY RES = RESIDENCE SIP = SIP LB#8023 SND = SET NAIL & DISK LB#8023 STL = SURVEY TIE LINE SWK= SIDEWALK (TYP) = TYPICAL UB = UTILITY BOX U.E. = UTILITY EASEMENT W/F = WOOD FENCE SYMBOLS: OT = TELEPHONE RISER U = CABLE TV RISER 0 = WATER METER X 0.00 = ELEVATION (00') = ORIGINAL LOT DISTANCE A = CENTRAL ANGLE = CENTER LINE wv = WATER VALVE = CURB INLET = FIRE HYDRANT Y j'�' = LIGHT POLE 0 = CATCH BASIN ` , = UTILITY POLE Qp = DRAINAGE MANHOLE O = SEWER MANHOLE IRON FENCE WOOD FENCE CHAIN LINK FENCE - = OVERHEAD UTILITY WIRE LLLLLLLV ::i:l•-•" LLLL LLLLLLI LL_LLLL LLLLLU ASPHALT CONCRETE PAVERS TILES COVER CERTIFICATE OF AUTHORIZATION # LB-8023 Survey Pros, 1 n c _ 5966 S. DIXIE HIGHWAY SUITE 300, MIAMI, FL. 33143 Tel: 305.767.6802 www_survey-pros_com • ! • • • • • • •• • !••• s 6106 • • • 1 • • S •••• • •• )••• •••••• •• • • • • a • • • • •.•••• • •a1• • • • • • 00 *Soo PROPERTY ADDRESS: 115 NW 91ST STREET, EL PORTAL, FL. 33150 LEGAL DESCRIPTION: LOT 5, OF MIAMI SHORES MANOR, ACCORDING TO THE PLAT THEREOF. AS RECORDED IN PLAT BOOK 45, PAGE 13, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FLOOD ZONE INFORMATION: BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY REVISED ON 09/11/09 AND INDEX MAP REVISED ON 09/11/09 THE GRAPHICALLY DEPICTED BUILDING(S) SHOWN ON THIS MAP OF SURVEY IS WITHIN ZONE X BASE FLOOD ELEVATION N/A COMMUNITY NAME & NUMBER VILLAGE OF El PORTAL 120640 MAP & PANEL NUMBER 12086CO302 SUFFIX L SURVEYOR'S NOTES: 1. ELEVATIONS WHEN SHOWN REFER TO 1929 NATIONAL GEODETIC VERTICAL DATUM (NGVD 1929). 2. NO ATTEMPT WAS MADE TO LOCATE FOOTINGS/FOUNDATIONS, OR UNDERGROUND UTILITIES UNLESS OTHERWISE NOTED. 3. THE LANDS SHOWN HEREON HAVE NOT BEEN ABSTRACTED IN REGARDS TO MATTERS OF INTEREST BY OTHER PARTIES, SUCH AS EASEMENTS, RIGHTS OF WAYS, RESERVATIONS, ETC. ONLY PLATTED EASEMENTS ARE SHOWN. 4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE WITHOUT WRITTEN CONSENT OF THIS FIRM. 5. THE INTENT OF THIS SURVEY AS COMMUNICATED BY THE CERTIFIED PARTIES IS FOR REAL-ESTATE TRANSACTION OR MORTGAGE REFINANCING, THIS SURVEY IS NOT TO BE USED FOR ANY OTHER PURPOSE OR PARTY(!ES) WITHOUT THE WRITTEN AUTHORIZATION OF THIS FIRM. 6. THIS SURVEY IS NOT INTENDED FOR NEITHER DESIGN NOR CONSTRUCTION PURPOSES, FOR THOSE PURPOSES, A TOPOGRAPHIC SURVEY MAY BE REQUIRED. 7. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED LB# 8023. 8. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL DESCRIPTION PROVIDED BY THE CLIENT OR ITS REPRESENTATIVE. 9. FENCE OWNERSHIP IS NOT DETERMINED. 10. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AND/OR REPORT BY SOMEONE OTHER THAN THE SIGNING PARTY(IES) IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY(IES). 11. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN. THE CENTERLINE OF NW 91ST STREET HAS BEEN ASSIGNED A BEARING OF N'00'00"E. !'L'DT7L`7CT TA. SURVEYOR'S CERTIFICATE: I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND DRAWN UNDER M7 DIRECTION .AND MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE. AUTHENTIC COPIES 1H SEAL a /�j SURVEY SHALL BEARAR THE ORIGINAL SIGNATURE ANC --it RAISED SEAL OF THE NICOLAS DEL VENTO ATTESTING REGISTERED PROFESSIONAL SURVEYOR & MAPPER SURVEYOR AND MAPPER STATE OF FLORIDA LIC. # 6945 DATE OF FIELD WORK. 08107119 JOB#: 19084387 DRAWN BY.: NICK CAD FILE: HUERGO SHEET I OF 1 # 19-BK' GENERAL NOTES, 1) DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 6TH EDITION (2017), THE ALUMINUM DESIGN MANUAL (CURRENT EDITION), AND ASCE 7-10. 2) UNLESS NOTED, ALL FASTENERS SHALL HAVE A HEAD AND/OR BE PROVIDED WITH A MINIMUM 1/2' DIAMETER WASHER. MINIMUM HEAD SHALL BE 1/2". 3) ALL FASTENERS SHALL BE 2024-T4 ALUMINUM ALLOY, NON-MAGNETIC STAINLESS STEEL, CADMIUM PLATED STEEL, OR OTHERWISE CORROSION RESISTANT MATERIAL ALL FASTENERS SHALL COMPLY WITH 5.1.1C, SPECIFlCATIONS FOR ALUMINUM STRUCTURES - SECTION 1, THE ALUMINUM ASSOCIATION, INC., AND APPLICABLE FEDERAL, STATE, AND LOCAL CODES. 4) ALL TAPCONS SHALL BE GRADE 5 ITW CARBON STEEL TAPCONS OR EQUAL WITH 1-3/4' MINIMUM EMBED AND 3" MINIMUM DISTANCE FROM EDGE OF CONCRETE. 5) ALL CONCRETE ANCHORS SHALL HAVE A 1-3/4' MINIMUM EMBED AND Y MINIMUM DISTANCE FROM EDGE OF CONCRETE. 6) ALL ALUMINUM MEMBERS SHALL BE PROTECTED FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS. REMOVABLE ACRYLIC GLAZING FIXED PANEL (BY WINDOW CRAFTSMEN, INC), TYP. �X�ISR N90'_ ROOM , 'D TI -n \ N m 16' 5' 4" __[1' OH WINDBREAK HORIZONTAL SLIDING WINDOW 3'—+-5'-11' W/ REMOVABLE ACRYLIC GLAZING (BY WINDOW CRAFTSMEN, INC) g' LEFT ELEVATION "THE EXISTING STRUCTURE, FOUNDATION, AND ATTACHMENTS HAVE BEEN REVIEWED AND CAN SUPPORT GRAVITY, UPLIFT, WIND, AND LATERAL LOADS. "WINDOW VENTS SHALL BE REMOVED WHEN 3 SECOND GUSTS EXCEED V3S=75 MPH AS PER SECTION 1622.2 OF THE FLORIDA BUILDING CODE, REMOVABLE PANELS SHALL BE IDENTIFIED AS REMOVABLE BY A DECAL. DESIGN CRITERIA:- - CODES: -FLORIDA BUILDING CODE 67H EDITION (2017) -THE 2010 ALUMINUM DESIGN MANUAL -ASCE 7-10. -DESIGN WIND PRESSURES DERIVED FROM ASCE 7-10 AND PER FBC SECTION 1609. -FBC 1622.2 - WINOBREAKERS - OCCUPANCY: SINGLE FAMILY HOME - SUNROOM (CATEGORY II, NOW -HABITABLE UNCONDI IONED:_VAM) - STRUCTURE: `PARTIALLY ENCLOSED- - BUILDING HEIGHT: < 60 FEET - BASIC WIND SPEED: 175 MPH - RISK CATEGORY 11 - EXPOSURE CATEGORY: C - ROOF DEAD LOAD: 0 PSF FOR WIND LOAD CALCULATIONS. - ACCORDING TO RATIONAL ANALYSIS THE EXISTING STRUCTURE AND ATTACHMENTS CAN SUPPORT GRAVITY, UPLIFT, AND LATERAL LOADS. - PROJECT HAS BEEN REVIEWED FOR SHEAR WALL REQUIREMENTS. - NON -IMPACT ENCLOSURE - WALLS MEET THERMAL BARRIER REQUIREMENTS. - DESIGN IS BASED ON 6005-T5 ALUMINUM ALLOY. EXIST. LIVING ROOM INSIDE EXIST. WINDOW EXIST. DOOR EXIST. STRUCTURE 2' HOUSE OVERHANG RATIONAL ANALYSIS CALCULATION PER THE FLORIDA BUILDING CODE bth EDITION (2017) FOR FOUNDATIONS qz - PSF DEAD LOAD : TOTAL qz - qz - DEAD LOAD - PSF AREA OF 0.00E - WPF SF WIND UPLIFT -TOTAL q.-ROOF AREA = LBS SAFETY FACTOR - SFTOTALWINDUPLIFT = SF*WINDUP11FT= LBS WEIGHT OF CONCRETE (A)- 144 PCF PERIMETER OF SCREEN (EXCLUDING EXIST. BUILDING) (B) 49 FT PERIMETER OF EXIST. BUILDING RESISTING UPLIFT (EB) - 18.5 FT UPLIFT RESISTED BY EXIST, BUILDING (LIB) - 12 049 LBS WEIGHT OF CONC. FOOTING - A-B-WIDTH-DEPTH - F 3,135 LBS THICKNESS OF CONC. SLAB (C) - 0.33 FT AREA OF CONC. SLAB CONSIDERED IN CALCULATION (D) - 194 SF WEIGHT OF CONC. SLAB = A-C-D - S 9,219 LBS TOTAL RESISTING FORCE = S+F4,UB - __ 24 4031 LBS SUMMARY: 24,403 > 24,098 REMOVABLE ACRYLIC GLAZING FIXED PANEL (BY WINDOW CRAFTSMEN, INC), TYP. 3" INSUL TED 15, ALUMINUM ROOF PANELS PER FL # 10778.1 18'-6" PLAN VIEW 1' OH j r 91 1l _6 XIST. LIVING I U o w � w x x w LL \\ D OR NSIDE J J w w z Y o� co X X\ N LL E: \ LL L I _L- 1' OHT 1'I-5'3' to vJ W M co 0 � 0 warn to ,`'V!- • PRIME DOOR W/ REMOVABLF��� • • • • :e ACRYLIC GLAZING ���-� : •• (BY WINDOW CRAFTSMEzZ:w t =Z:U) Y `sue L C W : Z -' �cQ ce• v. o 3' 16' W z E 2+� o W 'zZ'�M••a •. 0mawce o 7 � 5L� ��K Y W .... ., • , • • s•• 3�IN!•y ,' N<"II•y� HJU I- g' WINDBREAK HORIZONTAL SLIDING WINDOW W/ REMOVABLE ACRYLIC GLAZING (BY WINDOW CRAFTSMEN, INC) RIGHT ELEVATION 2X4LB 2 4LB 2X4LB FIXED FI�ED 6 \ m can In HIFIZ. u g' M N SER N M 2X3 2X3 2X3 3' FIXED �\ FIXED FIXED 5'-6" —+ 5'-6" —+— 5'-6" 16'-6" FRONT ELEVATION REMOVABLE ACRYLIC GLAZING FIXED PANEL (BY WINDOW CRAFTSMEN, INC), TYP. MIN. 4" SLAB WITH THICKENED EDGE a UNDERMINE EDGE OF EXIST. FOOTING AND POUR NEW FOOTING SO THAT THICKENED EDGE IS A MIN. OF 12"X12" W/ (1) #5 REBAR CONT. EXIST. FOUNDATION #900 11111 MENeA DATE: 09/11/2019 DSGN: E. KENNEDY DRWN: E KENNEDY CHKD: E. KENNEDY SCALE: N.T.S. DWG. No. 1 of 3 1) DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 6TH EDITION (2017), THE ALUMINUM DESIGN MANUAL (CURRENT EDITION), AND ASCE 7-10. 2) UNLESS NOTED, ALL FASTENERS SHALL HAVE A HEAD AND/OR BE PROVIDED WITH A MINIMUM 1/2- DIAMETER WASHER. MINIMUM HEAD SHALL BE 1/2-. 3) ALL FASTENERS SHALL BE 2024—T4 ALUMINUM ALLOY, NON—MAGNETIC STAINLESS STEEL, CADMIUM PLATED STEEL, OR OTHERWISE CORROSION RESISTANT MATERIAL ALL FASTENERS SHALL COMPLY WITH 5.1.11C, SPECIFICATIONS FOR ALUMINUM STRUCTURES — SECTION 1, THE ALUMINUM ASSOCIATION, INC., AND APPLICABLE FEDERAL, STATE, AND LOCAL CODES. 4) ALL TAPCONS SHALL BE GRADE 5 ITW CARBON STEEL TAPCONS OR EQUAL WITH 1-3/4- MINIMUM EMBED AND 3' MINIMUM DISTANCE FROM EDGE OF CONCRETE 5) ALL CONCRETE ANCHORS SHALL HAVE A 1-3/4- MINIMUM EMBED AND 3- MINIMUM DISTANCE FROM EDGE OF CONCRETE. 6) ALL ALUMINUM MEMBERS SHALL BE PROTECTED FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS. REMOVABLE ACRYLIC GLAZING FIXED PANEL /mvIAMN FTSMEN, INC), TYP. D m D Z cO c', z ? 0 po m _4 0 Z o m OI m G DO � C y c`l) m A� i W m LZ (D c O U s nl0 S, 4" 514" 16' 64" - CODES: —FLORIDA BUILDING CODE 6TH EDITION (2017) —THE 2010 ALUMINUM DESIGN MANUAL —ASCE 7-10. —DESIGN WIND PRESSURES DERIVED FROM ASCE 7-10 AND PER FBC SECTION 1609. —FBC 1622.2 — WINDBREAKERS — OCCUPANCY: SINGLE FAMILY HOME — SUNROOM (CATEGORY 11, NON —HABITABLE UNCONDITIONED SPACE) — STRUCTURE: PARTIALLY ENCLOSED — BUILDING HEIGHT: < 60 FEET — BASIC WIND SPEED: 175 MPH — RISK CATEGORY 11 — EXPOSURE CATEGORY: C — ROOF DEAD LOAD: 0 PSF FOR WIND LOAD CALCULATIONS. — ACCORDING TO RATIONAL ANALYSIS THE EXISTING STRUCTURE AND ATTACHMENTS CAN SUPPORT GRAVITY, UPLIFT, AND LATERAL LOADS. — PROJECT HAS BEEN REVIEWED FOR SHEAR WALL REQUIREMENTS. — NON —IMPACT ENCLOSURE — WALLS MEET THERMAL BARRIER REQUIREMENTS. — DESIGN IS BASED ON 6005—T5 ALUMINUM ALLOY. 3" INSULATED ALUMINUM ROOF PANELS PER FL # 10778.1 9'-6" -j 2! m\'s, rtv X m \ ?1 v coo m Hurl n 0 Tt N TI v\w m -n X m 2X5LB -n � m X \\ r = X v \ m v w m� v WINDBREAK HORIZONTAL SLIDING WINDOW 3' W/ REMOVABLE ACRYLIC GLAZING (BY WINDOW CRAFTSMEN, INC) 9' LEFT ELEVATION *THE EXISTING STRUCTURE, FOUNDATION, AND ATTACHMENTS HAVE BEEN REVIEWED AND CAN SUPPORT GRAVITY, UPLIFT, WIND, AND LATERAL LOADS. **WINDOW VENTS SHALL BE REMOVED WHEN 3 SECOND GUSTS EXCEED V3S=75 MPH AS PER SECTION 1622.2 OF THE FLORIDA BUILDING CODE, REMOVABLE PANELS SHALL BE IDENTIFIED AS REMOVABLE BY A DECAL. 1' OH 15' 1' OH--{ PER THE FLORIDA BUILDING CODE 61h EDITION (2017) FOR 1 LOAD - TAL qz - qZ - DEAD LOAD = A OF ROOF - VD UPLIFT - TOTAL qZ-ROOF AREA - 7ETY FACTOR - SF - IAL WIND UPLIFT = SF -WIND UPLIFT = IGHT OF CONCRETE (A)- UMETER OF SCREEN (EXCLUDING EXIST. BUILDING) (8) - UMETER OF EXIST. BUILDING RESISTING UPLIFT (EB) = IFT RESISTED BY EXIST. BUILDING (UB) - IGHT OF CONC. FOOTING -A-B-WIDTH-DEPTH - F CKNESS OF CONC. SLAB (C) - JA OF CONC. SLAB CONSIDERED 1N CALCULATION (D) _ IGFfT OF CONC. SLAB - A-C-D - S TAL RESISTING FORCE - SiF+UB - 4MARY: 24,403 > 24,098 REMOVABLE ACRYLIC GLAZING FIXED PANEL (BY WINDOW CRAFTSMEN, INC), TYP. 9'-6" -j EXIST. STRUCTURE 2' HOUSE OVERHANG w L W W Y cn W W\ N x ?5 u_ 1' OH� 1'I-5' 31- 18'-6" 9' PLAN VIEW -WINDBREAK W/ REMOVABLE ACRYLIC GLAZING WINDOW (BY WINDOW CRAFTSMEN, INC) RIGHT ELE 2X4LB 2 4LB 2X4LB FIXED FIED 6' H RIZ. - CL Mg' JQ, SLIDER co 2X3 2X3 2X3 3' FIXED FID FIXED 5'-6" —+ 5'-6" —+ 5'-6" 16'-6" FRONT ELEVATION REMOVABLE ACRYLIC GLAZING FIXED PANEL (BY WINDOW CRAFTSMEN, INC), TYP. 144 PCF 49 FT 5 FT 12 9 LOS 3 135 LBS 0.33 FT 194 SF 9 219 LBS 24 403 LBS •• • •••••• • •••••• • ••• , PRIME DOOR W/ REMOV748tE ��♦♦ ACRYLIC GLAZING • • • • •++� (BY WINDOW CRAFTSWA,4& ;Z 6' #- i 3' 16' 2' 5' •VA• F!} t 111114�` Wz Z W o ZZ! e Wc�Od 7 iWxh v J M 6)1 a } COLUMN PER PLAN Prof. # 19-BK-029 • • FLASHING (OPTOIAL) (SEE NOTE 2) 2• 2• 202 S.M.S./HEX HEAD 2•X2•X2•XI/4' ANGLE PANEL 1X2 EACH SIDE OF COLUMN (1)-J10 S.M.S./HEX ( SNAP ANr (1)-/10 S.M.S./HEX 0 2' MN. STRUCTURE HEAD 0 8' O.C. � �)r4 HEAD O 16' O.C. C /10 SJJ.S./HEX MEAD 25' MIN. ?' CONIC. STRUCTURE --------------- FASCIA 0 12' O.C./PANEL TAB =__- (� w 202 202 WrQM 2• ____:___------_--_- a w (2)-1/4• X 2-1/4' TAPCON EA ---------- 3* - (2)-/10 BEAU -- ------ - S.M.S/HH]( HEAD MIN. H;v;:":; ..; CUP (SEE NOTE 2) 2• X 2• x 1/8' CUP ANGLE EA SIDE PANEL CORNER COLUMNA W E• W/ (2)-1/4• BOLT/WASHER/NUT OR TRUSS H-2 OR H-3 N.T.S. W w 1sT (3)-j10 S.M.S./HDK HEAD W CUP PANEL Os C 3• FROM EDGE j PLAN TO BEAM (SEE NOTE 1) (1)-1/4' X 3' LAG TO (1)-1/4• x 2-1/4• TAPCON 0 n (MIN.) (4)-/12 X 1' LONG SAS �' E� TRUSS A TO FASCIA 2X3 'C• CHANNEL 16' O.C. TO CONIC. 1/4• X 3' ••� a O 12' O.C. ELSEWHERE LAG 0 16` O.C. TO 2 X 4 STUD W >' C7 TO COLUMN (TYP.) 1) FOR AS OR LARGER USE (3)-1/4• BOLT/WASHER/NUT OR V •�- to '•. (4)-i10 S.M.S./HE)( HEAD NQIES: CONC. WALL CONNECTION 202 202 .rz ••• CUP ANGLE M 2* MIN. TNICON W/ N.T.S. • a • • • •� • • • 2' MMN. EMBED OR 2) FOR 9LB OR LARGER USE (3)-1/4' 2-1/4• TAPCONS Fit 1) 1• FASCIA MAY BE BUILT UP BY LAGGING NEW 1' MEMBER • • • DELETE 1X2 FOR (1)-3/8' % 4' EXPANSION CUP EA SIDE OF SEMI 2' SUB FASCIA BEHIND I" FASCIA F/SCIA ALSO ACCEPTABLE. (2)-i1Q SM.S/�Ex OPEN PORT MID.) (TYP•) BEAM TO CONC. WALL "E"D.cv4). • • • •: • • • • • •:. IX2 IX2 CONNECTION FASCIA CONNECTION """ %, �� ::�'•.:....T.S. �� • • . N.T.S.NTsINTERMEDIATE CC1rCJ11111V, ,..,: � /,, FOOTING N.T.S. ♦� ���e6f y/j 1/4' TAPCON W/ 2' f __ • ♦ . • • • SECTION HOC* EMBEDLSHE 1e• 'I 2• 3• ,�— 2' — ' 2• • 1 \ �f- ALUMINUM FLANGE (OP110NAL) 1/8' MINIMUM THICKNESS 1) ANGLES ARE NOT REQUIRED FOR 202 DOOR JAMB COLS. CLIP ANGLE W/ (2)-1/4• 2' MIN. BOLTS/WASHER/NUT TO BEAM • 0 2) FOR COLUMNS 5• DEEP OR LARGER YN5TALL ADDITIONAL 2•X2'X2•X1/4' ANGLE FASCIAAND (2)-1/4' X 3' LAC TO EACH SIDE FASCIA o TRUSS � � COLUMN ANCHORING . .=. rn �C M a> Lu 0.075• n • .0•�: • • • �• .0.060 • 0.050' 2X3X0.050 1X3 • lit 111 00% N.T.S. 3X3 P 2X3XO.060 BEAM4L8, 5LB, 6LB, 7L8, BLB, � " 9L8. 9LBH, 10LB LAP BEAM 0.50•- cs 1 75' —y {�-- 2• W Z (1)-1/4' LAG BOLT, W/ 1• WASHER (LAG 1• 1 i BOLT SHNl BE A IBA. 1' LONGER THAN J 0.50•-- ��J W PANEL ) 1) FOR 7L8 OR GREATER USE (3)-1/4' BOLTS/WASHER/NUT ' 'r 3' 0.064• (� W •+ TO BIAM AND (3) 1/4• X 3' LAG TO FASCIA f1� Z le BEAM CONNECTION AT FASCIAcO.055• WPANEL N.T.S. E-GUTTERGUTTER W/ (1)-/fOR COWIW SPACING LESS TWW 8' USE FASCIA L 2X2 04 w P2' O.C. TOP A B3X2 (MIN.) ONLY FOR COLUMN SPACING 4'-0• AWL WIDTH (TYP.) SELF -STICKING ALUMINUM ROLL H-2. H�(MIN 3 PER PANEWATER THAN 6' USE 3X2 (MIN.) A 1X2 I (LENCIH PER PLAN/PROOUCT APPROVAL) ROOFING TAPE OR EQUAL I, W/ (1)-/10 S.Y.S. /HEX HEAD X 1-1/2• yr�r� 1.7s• 1• �f 2• — E O.C. ( --------------------------- - 1I (SEE COLUMN TO PANEL CONNECTION DETAIL) ---------------------------- - 2'. 3'. 4•. OR 6' ---------- -- -------- (PER PUN) --------------------- 2• X 2• X I1W CUP ANGLE {c----- HN INSULATED PAND 06'W/ (3)-/10 S.M.S/HEX HEN) EA FACEEA SIDE 0.0640.0.064' TYPICAL ROOF PANEL N.T.S. INTERLOCKING PANEL CONNECTION T-2 T-3 C 1X2 C2X2 N.T.S. C 1X3 C 2X3 = MEMBER EXTRUSIONS N.T.S. CHAR RAIL PER PUN cad (1)-1/4' LAG BOLT, W/ 1` WASHER (LAG COLUMN BOLT S4` LAG BOLT, W/ 1' WASHER HANG _ BOLWASHER (LAC T SHALL BE A MIN. 1• LONGER THAN (PER PLAN) BOLT SHALL BE A MN. 1' LONGER THAN BOLT BE A MIN. LAC BOLT. /1' LONGER THAN PMEL THICKNESS 0 8. O.C. (TYP.) DETAISEE COLUMN ANCHORING PANEL THICKNESS) 0 8. O.C. (M.)� Pµ� PANEL THICKNESS) 0 8. O.C. (IYP.) 1X2 PAS ----- ----- ----- ---- ----- ---- 202 ----- ----- ---- ----- ---- CARRY BEAN PANEL CONCRETE FOOTING d a d C a (PER per) 3X2 BEAN 1X2 3X2 V BFJW BEAN MIN THKC(NFSS (1)-/10 X 1-1/2' 1/8• MIN THICKNESS COLUMN 2 Xftl/8• THICK RECEIVING CHANNEL DATE: 09/11/2019 G CUP ANGLE W/3 /10 S.M.S/HD( HEAD 011• CUP ANGLE W/3 /10 ANCHORED TO BEAM W/ (5)-/14 TEX S.M.S./HEX HEAD EA N O.C. (TYP.) S.M.S./HEX HEAD EA COLUMN SCREWS EA SIDE AND TO COLUMN W/ DSGN: E. KENNEDY FACE (TYP.) FACE (TYP.) (5)-/10 SAHS./HDK HEAD DRWN: E. KENNEDY TYPICAL SECTION AT COLUMN 'USE THIS DETAIL FOR COLUMN SPACING GREATER THAN6'. "USE THIS DETAIL FOR COLUMN SPACING LESS THAN 6'. CHID: E. KENNEDY N.T.S. CARRY BEAM TO COLUMN SCALE: N.T.S. COLUMN TO PANEL CONNECTION DWI;. No. Z of 3 CONNECTION BEAM TYPE Q 4 4LB .100 .046 5LB .116 .050 61.8 .120 .050 AB .120 .055 81.8 .224 .072 918 1.224 1.0721 9LBH .306 .082 1OL8 1.389 1.092 1 --).n_C0&- �1,3(3 MAP OF B OLTNDARY sZJRVEY (D NORTH SCALE: 1 "=20' ENTMRRD MAR 18 2020 13y, UJ: I"- L� LOT O N 15'ALLEY- F.LP.314' NO CAP 0.30' 4'C.L.F. LOT-2 I LOT-3 — — — — — — — — — — — — — - — — — — — 10 ASPHALT PVMT O 6'C.LF. LOT-5 6 '01 25.5' ?� POOL _;;,� OLo 3, LOT-4 -4 7 N P.E. co � 4 N 0.40' 91' 6.15': CONC 4 i0 F 0.73� 14.50' -+ o -` " N ^ C4 F.I.P.314' NO CAP 0.30' ROOFED CLOSED TILE PATIO 16.70' O x6.5' 4 LOT-6 CONC 04 AC. 11.94' 0.90' 40.30' ONE STORY RE3. // 2350 23.80' 4'C.L.F. 1.18' 13.50' c") I PL O 9.4' io 5 8.0' i. iri 17.50' o ' iV v iV 12.07' 2.2'' 8.1' 3' CONC WALK. 3' N 2.4' ( - r� ,4 CONC 06 (711 O F1.P.314' a`' 4y'. 0.70'BE NO CAP m 10.3' 13.30' W.M.fwl IN . 77 rAl FI 4.314' LEGEND CERTIFICATE OF AUTHORIZATION i .-8021 ABBREVIATIONS: survey Pros, n C. A = ARC DISTANCE AC = AIR CONDITIONER PAD 5966 S. DIXIE HIGHWAY SUITE 300, MIAMI, FL. 33143 BCR = BROWARD COUNTY RECORDS BLDG = BUILDING Tel: 305.767.6802 BM = BENCH MARK www- survey-pros-com BOB = BASIS OF BEARINGS CBS = CONCRETE BLOCK & STUCCO (C) CALCULATED C&G = CURB & GUTTER CLF = CHAIN LINK FENCE COL = COLUMN D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE & MAINTENANCE EASEMENT D/W = DRIVEWAY ES = ELECTRIC BOX ENC. = ENCROACHMENT • • • • • EP = EDGE OF PAVEMENT • • • • • • • • EW = EDGE OF WATER FDH = FOUND DRILL HOLE • • • • • • FF = FINISHED FLOOR ELEVATION • • • • • • • • • • FIP =FOUND IRON PIPE (NO ID) • • • • • FIR = FOUND IRON ROD (NO ID) *see*. FN = FOUND NAIL (NO ID) • FPL = FLORIDA POWER & LIGHT • • • • • TRANSFORMER PAD • • • • • • L.E. = LANDSCAPE EASEMENT• 00411 • • L.M.E. = LAKE MAINTENANCE EASEMENT • • • • • • (M) = MEASURED • • • • MDCR = MIAMI-DADE COUNTY RECORDS • • • • • • • MH = MAN HOLE we • • ML = MONUMENT LINE • • • • • • (P) = PLAT PROPERTY ADDRESS: • • • • PB = PLAT BOOK • • 115 NW 915T STREET EL PORTAL FL 33150 • • PC = POINT OF CURVATURE • • • PCP = PERMANENT CONTROL POINT • PE = POOL EQUIPMENT PAD PG = PAGE • • • LEGAL DESCRIPTION: • • • • PI = POINT OF INTERSECTION A • • • • LOT S. OF MIAMI SHORES MANOR, ACCORDING TO THE PLAT THEE PQF AS RECORDED• NTEROF BEGINNING PL =P IN PLAT BOOK 45, PAGE 13, OF THE PUBLIC RECORDS OF MIAOIT AME COUNTY, FLORIDA. POC = POINT OF COMMENCEMENT PRC = POINT OF REVERSE CURVATURE PRM = PERMANENT REFERENCE MONUMENT FLOOD ZONE INFORMATION: PT =POINT OF TANGENCY R = RADIUS DISTANCE BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY (R) = RECORD MANAGEMENT AGENCY REVISED ON 09/11/09 AND INDEX MAP REVISED ON 09/11/09 R/W = RIGHT-OF-WAY THE GRAPHICALLY DEPICTED BUILDING(S) SHOWN ON THIS MAP OF SURVEY IS WITHIN RES = RESIDENCE SIP =SIP LB#8023 ZONE K BASE FLOOD ELEVATION N/A COMMUNITY NAME & NUMBER VILLAGE OF FL =NAIL SND SET NAIL &DISK LBj/8023 PORTAL 120640 MAP & PANEL NUMBER 12086CO302 SUFFIX L STL = SURVEY TIE UNE SWK = SIDEWALK (TYAL P) UB UTILITC YBOX SURVEYOR'S NOTES: U.E. = UTILITY EASEMENT 1. ELEVATIONS WHEN SHOWN REFER TO 1929 NATIONAL GEODETIC VERTICAL DATUM W/F = WOOD FENCE (NGVD 1929). 2. NO ATTEMPT WAS MADE TO LOCATE FOOTINGS/FOUNDATIONS, OR UNDERGROUND UTILITIES UNLESS OTHERWISE NOTED. SYMBOLS: 3. THE LANDS SHOWN HEREON HAVE NOT BEEN ABSTRACTED IN REGARDS TO MT = TELEPHONE RISER MATTERS OF INTEREST BY OTHER PARTIES, SUCH AS EASEMENTS, RIGHTS OF WAYS, K2 = CABLE TV RISER RESERVATIONS, ETC. ONLY PLATTED EASEMENTS ARE SHOWN. 0 = WATER METER 4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED X 0.00 = ELEVATION HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE WITHOUT WRITTEN CONSENT OF 00' = ORIGINAL LOT DISTANCE ) THIS FIRM. 5. THE INTENT OF THIS SURVEY AS COMMUNICATED BY THE CERTIFIED PARTIES IS A = CENTRAL ANGLE FOR REAL-ESTATE TRANSACTION OR MORTGAGE REFINANCING, THIS SURVEY IS NOT = CENTER LINE TO BE USED FOR ANY OTHER PURPOSE OR PARTY(IES) WITHOUT THE WRITTEN WV = WATER VALVE AUTHORIZATION OF THIS FIRM. 6. THIS SURVEY IS NOT INTENDED FOR NEITHER DESIGN NOR CONSTRUCTION PURPOSES, FOR THOSE PURPOSES, A TOPOGRAPHIC SURVEY MAY BE REQUIRED. = CURB INLET 7. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED L8# 8023. 8. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL qq--pp = FIRE HYDRANT DESCRIPTION PROVIDED BY THE CLIENT OR ITS REPRESENTATIVE. tiv0 9. FENCE OWNERSHIP IS NOT DETERMINED. }y I = LIGHT POLE 10. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AND/OR REPORT BY SOMEONE ^r" OTHER THAN THE SIGNING PARTY(IES) IS PROHIBITED WITHOUT WRITTEN CONSENT OF = CATCH BASIN THE SIGNING PARTY(IES). = UTILITY POLE 11. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN. THE CENTERLINE OF NW 91ST STREET HAS BEEN ASSIGNED A BEARING OF N'00'00'E. pO = DRAINAGE MANHOLE O = SEWER MANHOLE CERTIFIED TO: — = IRON FENCE IGNACIO HUERGO B.C. = WOOD FENCE F.I.P.1%1' —•— = CHAIN LINK FENCE — = OVERHEAD UTILITY WIRE REVISION($): NO CAP , [_ L.. EL 03/11/2020 - UPDATED SURVEY, JOB#20035012 ASPHALT CONCRETE PAVERS TILES COVER SURVEYOR'S CERTIFICATE: I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS DATE OF FIELD WORK: 08107119 RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE JOB#: 19084387 CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE. DRAWN BY. NICK AUTHENTIC COPIES OFTHIS CAD FILE: HUERGO SURVEY SHALL BEARR THE SEAL ORIGINAL SIGNATURE AND iQ�/���/ SHEET 1 OF 1 RAISED SEAL OF THE NICOLAS DEL VENTO ATTESTING REGISTERED PROFESSIONAL SURVEYOR & MAPPER SURVEYOR AND MAPPER STATE OF FLORIDA LIC. # 6945 1 �4' : A" zl; , f-7 W A - _�4 jGp AM Certificate of Completion Miami Shores Village U11, X-93 :11WAV 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department Description: SUNROOM OVER EXISTING FOUNDATION Permit Type Building (Residential) Bldg. Permit No. RC-09-19-2161 %; T Y Z Owner Ignacio J Huergo Contractor PQS POOLAND PATIO RENOVATIONS LLC Date Issued ubdivision/Project 03/20/2020 Construction Type V-B Occupancy Single Family Type Y.4 Square Footage 324.00 Flood Zone X Location If the building is located in a special flood hazard area documentation of the as -built lowest floor 115 NW 91 ST ST elevation or lowest horizontal structural member has been provided and is retained in the records of C, Miami Shores, FIL 33150 Miami Shores Village. ';'X%!1 .T'. This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the , 4A OREs time of issuance this structure was in compliance with the various ordinances of the jurisdiction -7 "'.4c. 193 regulating building construction or use. ,-A.. , H EH fill Ismael Naranjo, CBO Building Officials Approval T1, ��'l '151 o I VD) Not Transferable POST IN A CONSPICUOUS PLACE iT, '3 4C4, fliwji; 4� 0. N OVI d1AM - HOPM. NO WORK IS LOWED ON SUNDAYOR HOLIDAYS NOVI WIV INSF'TIVN Pl MNE M60AY THROOH FRIDAY NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED . PLANS ARE READILY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION n� u�u sou5o Owner's Name: Ignacio Huergo Owner's Phone: Job Address: 115 NW 91 ST ST Total Square Feet: 324 Miami Shores, FL 33150 dotal Job Valuation: $ 37,000.00 Contractor(s) Phone Address PQS POOLAND PATIO RENOVATIONS L (866)647-2846 1311 Douglas Rd, Pembroke Pines, FL 33024 Description: SUNROOM OVER EXISTING FOUNDATION WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 WMMENCEMENT11 Page 1 of 1 rvunaaiion Stemwall ffSlab (1st Lift) (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guar;DOCUMENTS ADA complianc Soil Bearing Ce Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS Attachment WORKSFINAL PUBLIC INSPECTION DATE I INSP Excavation ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With ELECTRICAL COMMENTS t/NIC INJF' Rough Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS MECHANICAL INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL COMMENTS