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DGT-18-2125Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date:,02/01/20" Location Address Parcel Number 374 NE 95 ST, Miami Shores, FL 33138 1132060136060 Contacts Permit NO.: DGT-8-18=2126 Permit Type: Decks/Gazebos/Trellises Work Classification: Trellise Permit Status: Approved Expiration: 07/31/2019 ADAM ZWECKER Owner ADAM ZWECKER Applicant 374 NE 95 ST, MIAMI SHORES, FL 33138 374 NE 95 ST, MIAMI SHORES, FL 33138 Other:5615124175 Other:5615124175 DESIGNER PATIO INC Contractor DIVERNET PEREZ 8401 SW 63 CT, MIAMI, FL 33143 Business: 3058949363 Description: ATTACHED WOODEN TRELLIS Valuation: $ 18,000.00 Inspection Requests: F-762-4949 Total Sq Feet: 225.00 Fees Amount CCF $10.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $3.60 P&Z Review Fee $35.00 Permit Fee - Gazebo/Trellise/Pergola $281.25 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $14.40 Total: $403.05 Payments Date Paid Amt Paid Total Fees $403.05 Credit Card 08/09/2018 $50.00 Credit Card 02/01/2019 $353.05 Amount Due: $0.00 Building Dip rr�ent Copy In consideration o 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. Authorized Signature: Owner / Applicant / Contractor / Agent Date February 01, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village JUG 1 Building Department 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138Tel: (305) 795-2204 Fax: (305) 756-8972 —_— INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC2Q0 b+h Master Permit No. 1)G i I a - Z) Z� Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 344 NE q-;� dfee-A City: Miami Shores County: Miami Dade zip: Folio/Parcel#: H - '310(t - o (3 - W keo Is the Building Historically Designated: Yes NO - c Occupancy Type: P'� i�r Load: Construction Type: Flood Zone: � BFE: FFE: OWNER: Name (Fee Simple Titleholder):�hN l WCc, 4( Phone#: T1 glllft Address: 3?4 Nl� SS &f#ctLf City: State: ` l0 f-Aj-\ Zip: 33U° Tenant/Lessee Name: rVA Phone#: AsliE Email: CONTRACTOR: Company Name: Lk, �2K 1�� Phone#: L 01- ly1q j;3b3 Address: 'No k S\,J 63 a City: State: C , Zip:33 (Y3 Qualifier Name: Nei er e* T e&-Z' Phone#: 301 g6c7 SZO) State Certification or Registration #: �(� 52 S� S Certificate of Competency #: 411 20 1 DESIGNER: Architect/Engineer: Value of Work for this Permit: $ E's-i. hone#: City: State: Zip: Square/Linear Footage of Work: l7 �X- ( S Type of Work: ❑ Addition tX1 Alteration ((❑ New ❑ Repair/Replace El Demolition Description of Work: AACOAJ wo4��l 15 Specify color of color thru tile: D4, [c (�yyy n Submittal Fee $ 5� Qi Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ -3 53 . 015 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this �_ day of - 1 20 I �b , by NA%wJ �,.h¢ GECy , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print D Seal: ;-�•.. ENRIQUE ALEJANDRO VARGAS * *S Commission # GG 89418 My Commission Expires ':; N^;`�o�`�, April 03, 2021 ssss* s * ss APPROVED BY The foregoing instrument was acknowledged before me this rL3 day of 1J�"I , 20 by ?e`ei , who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Z Sign: as Print: C.r Seal: ENRIQUE ALEJANDRO VARGAS RT I y I, *®*_Commission # GG 89418 My Commission Expires April 03, 2021 *sssssssssssssssssssssssss ssssssssssss Plans Examiner I Zoning jxwh 4 Structural Review (Revised02/24/2014) Clerk Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-6060 Property Address: 374 NE 95 ST Miami Shores, FL 33138-2714 Owner ADAM M ZWECKER Mailing Address 374 NE 95 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 2 Living Units 1 Actual Area 2,225 Sq.Ft Living Area 2,105 Sq.Ft Adjusted Area 2,035 Sq.Ft Lot Size 9,600 Sq.Ft Year Built 1940 Assessment Information Year 2018 2017 2016 Land Value $287,807 $287,807 $240,217 Building Value $320,920 $216,575 $218,254 XF Value $1,265 $1,265 $1,265 Market Value $609,992 $505,647 $459,736 Assessed Value $609,992 $425,234 $416,488 Benefits Information Benefit ........... Type 2018,' 2017 2016 Save Our Homes Cap �� _.... - Assessment Reduction _...... $80,413 $43,248 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 1 5341 6 53 42 MIAMI SHORES SEC 1 AMD PB 10-70 W25FT OF LOT 2 & ALL LOT 3 BLK 45 LOT SIZE 75.000 X 128 COC 23626-3246 23754-1907 0605 1 Generated On : 8/9/ Taxable Value Information 2018 2017 ..... ... - ._. ..... .......... .... _-........... (..... ... _- .............................. County Exemption Value $50,000 $50,000 $50. Taxable Value $559,992 $375,234 $366. School Board Exemption Value $25,000 $25,000 $25. Taxable Value $584,992 $400,234 $391. City Exemption Value $50,000 $50,000 $50. Taxable Value $559,992 $375,234 $366 Regional Exemption Value 1 $50,000 $50,000 $50. Taxable Value $559,992 $375,234 $366. Sales Information Previous OR Book Pace Qualification Description Sale Page 04/24/2017 $750,000 30511-0496 Qual by exam of deed 05/31/2013 $600,000 28672-1084 Qual by exam of deed Financial inst or "In Lieu of 11/28/2012 $397,500 28418-1967 Forclosure" stated Financial inst or "In Lieu of 12/16/2011 $330,200 28089-4172 Forclosure" stated 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 Appra and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disciaimer.asp https://www.miamidade.gov/propertysearch/ 8 /9/2018 STATE OF FLORIDA _ DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 PEREZ, DIVERNET DESIGNER PATIO, INC 1011 NW 41 AVE MIAMI FL 33126 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. (850) 487-1395 STATE OF FLORIDA j b DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CGC 1525956 IISSUED: 12/12/2017 CERTIFIED GENERAL CONTRACTOR PEREZ, DIVERNET DESIGNER PATIO, INC Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, EE. CERTIFIED under the provisions of Ch 489 and congratulations on your new license! xpiration date AUG 31, 2018 L1712120000582 0s RICK SCOTT, GOVERNOR LICENSE NUMBER DETACH HERE JONATHAN ZACHEM, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 PEREZ, DIVERNET DESIGNER PATIO, INC 6401 SW 03 GT MIAMI FL 331:4:3;+ ISSUED: 12/12/2017 DISPLAY AS REQUIRED BY LAW L� SEQ# L1712120000582 016002 Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 7192631 BUSINESS'NATAWLOCATION RECEIPT NO. DESIGNER PATIO INC RENEWAL OPERATING 1N.DADE;000NTY 7474516 LBT EXPIRES SEPTEMBER 30, 2019 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS DESIGNER PATIO INC 213 SERVICE BUSINESS PAYMENT RECEIVED C/O ENRIQUE VARGAS By TAX COLLECTOR Employee(s) 1 $75.00 07/06/2018 CHECK21-18-059188 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 6a-276. For more. information, visit mnmmismidade.govRaxcollector 1. Ron DeSantis Mission: Governor a To protect, promote & improve the health of all people in Florida through integrated slate, county & community efforts. HEALTH Vision: To be the Healthiest State in the Nation (Designer Patio) 1794 NW 82 Avenue Miami, FL 33126 RE: Contingency Letter Application Document No: AP1389054 Centrax Permit Number: 13-SC-1910899 OSTDS Number: 374 NE 95 St Miami, FL 33138 Lot:2 3 Block:45 Dear Applicant: January 10, 2019 Subdivision: Miami Shores Sec 1 Amd This will acknowledge receipt of an application dated 12/20/2018 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. NO OBJECTION letter issued by Gerard Philizaire for a NEW PERGOLA INSTALLATION ONLY. From a review of your completed application, it has been determined that your existing system appears to meet the minimum standards of F.A.C. 64E-6 for the proposed use. It is approved for use Iwith the plans submitted to this office. If this system should fail, causing an unsanitary condition to exist, steps must be taken to bring the system into compliance immediately. Department approval of the system does not guarantee satisfactory performance for any specific period of time. Any change in material facts which served as a basis for issuance of this approval requires the applicant to modify the permit application. Such modification may result in this approval being made null and void. Issuance of this approval does not exempt the applicant from compliance with other Federal, State, or Local Permitting required for development of this property. If you have any questions on this matter, please call our office at (305) 623-3500. Sincerely, hiliz ire, Engineering Specialist II Florida Department of Health www.FloridasHealth.com in DADE COUNTY TWITTER:HealthyFLA 1725 NW 167 St, Opa Locka, FL 33056 FACEBOOK:FLDepartmentofHealth PHONE: (305) 623-3500 . FAX: (305) 623-3645 1 YOUTUBE: fldoh No 15650 �-0 ' STAi E- OF G Iry OONA' August 2, 2018 Walter L. Lista, P. E., 12961 Deva St. Coral Gables, FI 33156 ph: 305 469 2525 e: wlistainc@yahoo.com Florida Lic. No. 15659 Wood pergola design for Jennifer Cortzin at 374 NE 95 Ave. Miami Shores, Florida 33,13.8 1- Main Beam Design. _T T A i 2- Joist Design. 3- Column Design. e oI.UM'5 Walter L. Lista,P.E. 12961 Deva St. Coral Gables, FI 33156 ph: 305 469 2525 e: wlistainc@yahoo.com Florida license No. 15659 4-Check load on bolts at columns. _ frf�i. 18/ll1111M�� Ga 5-Foundation design. Walter L. Lista,P.E. 12961 Deva St. Coral Gables, FI 33156 ph: 305 469 2526 e: wlistainc&ahoo.com Florida license No. 15659 Load on top of column = .468/2 + 0.071 = .305 k Load height = 8.23 ft. Flagpole Footing Design Based on Chapter 18 both IBC &UBC INPUT DATA & DESIGN SUMMARY IS FOOTING RESTRAINED @ GRADE LEVEL? (1=YES,0=NO) 0 no P LATERAL FORCE @ TOP OF POLE P = ? - 0.305 k HEIGHT OF POLE ABOVE GRADE H = 4 8.23 ft DIAMETER OF POLE FOOTING B = ` 2 ft H LATERAL SOIL BEARING CAPACITY S = € 0.4 ksf / ft i � ISOLATED POLE FACTOR (IBC 1804.3.1 or UBC note 3 on Tab 18-1-A) F = 2 FIRST TRIAL DEPTH D = r 2.5 ft Use 2 ft dia x 2.49 ft deep footing unrestrained @ ground level us • • • • • Units ? (English = 1, Metric = 21 1 English •••••• •• • •••••• ANALYSIS 000000 LATERAL BEARING @BOTTOM: ••••• • ••••• • • • LATERAL BEARING @D/3: l.,S/) •••• •••• ••••• S. Il :i•S, •••••• • •• ••••• 90 r..1 13t;!! FOR NONCONSTRAINED • • • • • •••••• • • • • • • REQUIRD DEPTH: -- • • • • • !� FOR CONSTRAINED • • • • • • • • • 0 6 j - •• • NONCONSTRAINED CONSTRAINED LATERAL FORCE @ TOP OF POLE P => 0.31 k 0.31 k HEIGHT OF POLE ABOVE GRADE H => 8.2 ft 8.2 ft DIAMETER OF POLE FOOTING B => 2.00 ft 2.00 ft LATERAL SOIL BEARING CAPACITY FS => 0.80 ksf / ft 0.80 ksf / ft CONSTANT 2.34P/(BSI) A => 0.54 READ FOOTING DEPTH RQRD D => 2.48 ft 1.87 ft STH TRIAL: TRY D5=> 2.48 ft 1.88 ft LAT SOIL BEARING @ 113 D S1 => 0.65 ksf 0.50 ksf LAT SOIL BEARING @ 1.0 D S3 => 1.98 ksf 1.50 ksf CONSTANT2.34P/(BSI) A => 0.54 REQD FOOTING DEPTH RQRD D => 2.48 ft 1.87 ft Q� USE :�' �� C 2�_ PQ�T -Nn7r- &:2;2 3 i . a j •r•:•• • M•�wa•• �� a ' .��V• to ,2� `v 35'-0" to �' �'+ , a. ....:. ire s • • • • as to 00 8 / t 1 / • • . f W. •••• S l c L l i . �s11Q1l1 fanawaant■■■ f uautlyif i t■! ■ ■�!w ��w ■ ■ww ;tpn�Nsyat�■watO►al q�ftatiRwswtw■■■ar f1li!!■\* 1■era•!laRR■t■ w ■ ■iialYf tEli! s �!!Ul:aGPitaw■waa(l�E� rr=■aasatf: rpaaat■s■rt 'tfRli AwnsriiEc7% • 'iaplREr�C•twUlf4 �!�/�Ot..0141a1a6 fat y Zf1 d. e _ J e N ED ,tt 11 PERMIT MIAMI SHORES VILLAGE ,,ntvVEU I DATE N v-?NI � � 4 ;11RUCTUtPAL 1 I1 ELECTRICAL STRUCTURAL NOTES: 1) All wood to be southern pine #2 pressure treated or higther quality. 2) Concrete to be fc=3000psi 3)AII design & construction to be in accordance with Florida Building Code 2017 edition. 4) Wind design: V=155 MPH i Category1 Exposure=C I PLUMBING Wind Desing horizontal pressure = 38psf MSCN A14CAL No 15659 RTATE OF % 0 : 1 'F' P ,• 00, N O O cM 91-011 RESIDENCE 374 NE 95th Street Miami Shore, Florida 33138 11'-3" + EDGER 2X6 PT 1 2) 2"x8" PT WOOD BEAM ` _ = Coves ti OVERHANG 1'6" X6 PT WOOD POST � O X6 PT WOOD POST LO CD N co SITE PLAN SCALE 1 /16"=1'.0" SCOPE OF WORK Build new Pergola PT (Wood Trellis) attached to house 15'X15' No plumbing, mechanical, .electrical work is permitted under this permit. Column: 6x6PT Rafters: 2x6 PT @ 18" OC Beam: 2x8 PT •• • Purlin: 20PT P 18"OC • • Ledger Board: 2-APT • • Ledger cQVV;tipp: LU26' • Simpson �ljgjers IWALTERPhtSTA ••� P.E. •• •• ••• 12961 bevh ST. Coral Gables, FloddA 33156•••• ••• P. E. Florida Registration No. 15659 e mail: wlistainc@yahoo.com Contractor : designerpatio Office:(305) 894-9363 ext 701 www.designerpatiomiami.com PROJECT SITE: Jennifer Cotzin 374 NE 95th Street Miami Shores, Florida 33138 OR 7' Br Bcmx: SHEET 1 OF 3 SEE 'E I PAGE 1 0512012018 OF 4 RHANG 1'6" Scale: N.T.S. 2"X4' PT WOOD TIE TO JOIST WITH 1-16d 3-112" @18"OC 2"X6" PT JOIST @18'O.0 \ (2) 2"X8" PT WOOD (1-1/2" X 7-1/2" OVERHANG 2-3/4" 5-1/2" JOITS 2X6 PT --- @ 18"OC. EXISTING RESIDENCE BEYOND LEDGER 2X6 PT 1 -6" SEE DETAIL EE DETAIL 3-P/3 4-P/3 ADJUST PERGOLA V HEIGTH IN FIELD 2 2X8 BEAMS TO MATCH HEIGHT ) OF EXISTING q CONC. TIE BEAM °° ELEVATION � I ( LOOKING SOUTH) Scale: 1/16 = 1'-0" (2) 2"x8" PT WOOD BEAM 15'-0" X6 PT WOOD POST ill L- IIL rT i _ _ — _ _ PT WOOD TIE TO JOIST — WITH 1-16d @18" OC. -1. I .__1( II , I _ �1 r J -1 _ 11 > EACH JOIST -EXISTING REBIOENCE BEYOND _ SEE DETAIL — SEE DETAIL 5-P/3 2X6 PT JOISTS 3-P/3 @ 18110C. ADJUST HEPERGOLA IGTH IN FIELD ..il 2X8 BEAMS TO MATCH HEIGHT OF EXISTING CONC. TIE BEAM PATIO GROUND LEVEL\ PT WOOD POST U6 PT WOOD POST SLOPE CONCRETE AND PROVIDE \ 1/2" SIKAFLEX 1-A SEAL ALL AROUND\ 2-3/4" 5/8" SS TWRU BOLT DETAIL 2 \ 6"X6" PT WOOD POST 2X8 WOOD BEAM \-(5-1/2" X 5-1/2" ACTUAL SIZE TO COLUMN CONNECTION AT END COLUMNS Scale: N.T.S. 12'-0" Z'. NEW 2'0"/X 2'8" DEEP BRICK TO REMAIN FOUNDATION 6X6 PT WOOD POST \ SEE DETAIL ELEVATION P/3 ( LOOKING EAST) Scale: 1/16 = 1'-0" X6" PT WOOD POST APPROVAL FL I / � (1) H1 SIMPSON TIE TIE WITH 2X4 PT WOOD TIE TO JOIST cl!�` 3" �_' 3" C.L PROVIDE FIBERED ROOF > COATING AROUND , ' EMBEDDED PT WOOD COLUMNS 24„ DETAIL 4 SCALE: N.T.S. 24' O DIAM. X 30" DEEP (6) 8d 1-1/2" NAILS INTO WOOD JOIST �' WITH 1-16d 3-1/2" @ 18" O.C. 3500 PSI CONCRETE FOOTING (4) 8d 1- 1W NAILS INTO WOOD BEAM 2X6 PT W090 JOIST @ 18 O.0 R�VIDE 1 # 5 EACH DIRECTION MIN. 3" / CO�JCRETE COVER f 1 I 2" 1 /4 / 5W8 THRU 9OLT�- % / — 2" 1 /4 ' 5/8�THRU B LT e jvR L /�'*__�2XI]I P.YWOOD BEAM 155�9 — X6 PT WOOD COLUMN DETAIL 5 �+TATE OF ��•, Scale: N.T.S. SCOPE OF WORK / PLANS Build new Pergola PT (Wood Trellis) attached to house 15'X15' No plumbing, mechanical, electrical work is permitted under this permit. Column: 6x6PT Rafters: 2x6 PT @ 18" OC Beam: 2x8 PT • Purlin: 2x*"T @!V"OC •• Ledger Boat&! 2x9PT • • Ledger conroation: LU26• . • Simpson dar&4q. WALTER LTI$TA ; P.E. •• •. .. 12961 6eva k. • Coral ¢abjeq, Florida 33156 •• • ••• •• P. E. Florida Registration No. 15659 Is mail: wlistainc@yahoo.corn Contractor : designerp_:;: 0 Office:(305) 894-9363 ext 701 www,designerpatiomiami.com PROJECT SITE: Jennifer Cotzin 374 NE 95th Street Miami Shores, Florida 33138 "RAWNG SY: SCALE: SHEET 3 OF 3 SEE AAIWL DRAWINGS DATE: PAGE 3 05120I 2018 OF 4 ERHANG 1'6 Scale: N.T.S. APPROVAL FL# 10456 (1) H1 SIMSON TIE WITH (6) 8d 1-1/2" NAILS INTO WOOD JOIST (4) 8d NAILS INTO WOOD BEAM TYP.2 PER JOIST 2"X6" PT , @ 18" O.0 JOIST/ S •' I . 2"X8" PT WOOD BEAD — 2"X8" PT \ WOOD BEAM «1��1T i • ■ ' � LEDGER 2XE ER 2X6 PT ) 2"x8" PT WOOD BEAM OVER 0 r p Aua i'- Cv✓ct— PT WOOD POST FL APPROVAL # 10655.28 LU 26 USE (8) 10D X 1-1/2" TO LEDGER AND 6-1 OD X 1-1/2" TO JOIST ,.. 5/8" expansion bolt @ \ 18" oc.6" min. embedded into existing concrete beam or grout filled concrete DETAIL 2 block wall LEDGER BOARD •� u DETAIL 1 ( PLAN VIEW) SCALE: 1" = V-0" 2-P/2 Build new Pergola PT (Wood Trellis) attached to house 15'X15' NG BLOCK WALL :E DETAIL 1-P/2 '"x8" PT WOOD BEAM WOOD POST 6X6 PT WOOD POST FLOOR PLAN / Scale: 1/16 = V-0" 2"X6" PT JOIST 4 18" Scale: N.T.S. (1) 2"X6" PT WOOD LEDG NG BLOCK WALL 6X6 PT WOOD POST 6X6 PT WOOD POST FOUNDATION PLAN / Scale: 1/16 = V-0" PT WOOD TIE TO JOIST 1.-16d 3-1.2" EXISTING WALL TOP OF EXIST. TIE -BEAM s'`MiN•''' VERIFY ON SITE r EXISTING TIE BEAM `0W1111,��1// No 1 5Ei59 f STATE OF0\2 SCOPE OF WORK / PLANS Build new Pergola PT (Wood Trellis) attached to house 15'X15' No plumbing, mechanical, electrical work is permitted under this permit. Column: 6x6PT Rafters: 2x6 PT @ 18" QC Beam:20 PTO ••• Purlin:2x4F4l*@;.•18"OC •• Ledger BpA4.?Y6PT •..', Ledger cmg(Niv LU26 • Simpson angers 0000 see, WALTEif Ie11STA • •: • P.E. 12961.Dev4ST. • • • • Coral Gable$, Florida 33156 •..' P. E. Florida Registration No. 15659 e mail: wlistainc@yahoo.com Contractor : designerpat � o Office:(305) 894-9363 ext 701 www.designerpatiomiami.com PROJECT SITE: Jennifer Cotzin 374 NE 95th Street Miami Shores, Florida 33138 DRAWWD By' SCALE: SHEET 2 OF 3 SEE AA/WL DRAWINC DATE: PAGE 2 05/20/2018 OF4 5 CONC i,A K r.p LG Lot 4 wiOr.K 45 NOTE:SURVEY DATA FOR INFORMATION ONLY. FX u2' 10 ?.?. F*, 25, .Of 2 EA 445 OT FR 1;2, IND 0. SCOPE OF WORK Build new Pergola PT (wood Trellis) attached to house 15'X15' No plumbing, mechanical, electrical work is permitted undor this permit. Column: 6x6PT Rafters: 2x6 PT @ 18" OC Beam:2x8 PT •• Purlin: 2x4PT Q 4 8"OC • • • Ledger Boa li N13VT • • Ledger cogv; o,% LU26 • • • Simpson Hangers*ego• •••• •• • • •••••0 • • . • •• •• s• •• s .• Contractor: designerpstia Office:(305) 894-9363 ext 701 www.designerpatiomiami. com PROJECT SITE: Jennifer Cotzin 374 NE 95th Street Miami Shores, Florida 33138 r OMWING BY: amp' SHEET 1 OF 3 SEE AA / WL DRAWINGS DATE: PAGE 4 05120 / 2018 pF 4