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DGT-15-900Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-232679 Scheduled Inspection Date: June 26, 2015 Inspector: Rodriguez, Jorge Owner: GORMAN, SEAN CHELSEA Job Address: 372 NE 98 Street Miami Shores, FL 33138 - Project: <NONE> Permit Number: DGT-4-15-900 Permit Type: Decks/Gazebos/Trellises Inspection Type: Final Work Classification: Pergola Phone Number Parcel Number 1132060135680 Contractor: THE PATIO DISTRICT Phone: (786)518-2307 dunamg uepanment comments WOOD PERGOLA Passed Failed INSPECTOR COMMENTS False Inspector Comments Correction ❑ Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid June 25, 2016 For Inspections please call: (305)762-4949 Page 3 of 32 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Applicant 372 NE 98 Street 1132060135680 SEAN CHELSEA GORMAN Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell SEAN CHELSEA GORMAN 372 NE 98 Street MIAMI SHORES FL 33138-2410 Contractor(s) Phone Cell Phone THE PATIO DISTRICT (786)518-2307 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type Const: Pergolas Classification: Residential Scanning: 1_ Fees Due Amount CCF $9.60 DBPR Fee $3.08 DCA Fee $3.08 Education Surcharge $3.20 Permit Fee $205.00 Plan Review Fee (Engineer) $80.00 Plan Review Fee (Engineer) $80.00 Plan Review Fee (Engineer) $40.00 Plan Review Fee (Engineer) $40.00 Scanning Fee $9.00 Technology Fee $12.80 Total: $485.76 Additional Info: WOOD PERGOLAS Scanning: 1 Valuation: $ 15,600.00 Total Sq Feet: 520 Pav Date Pav Type Amt Paid Amt Due I Invoice # DGT-4-15-55224 04/16/2015 Check #: 5328 06/15/2015 Check #: 5539 $ 50.00 $ 435.76 $ 435.76 $ 0.00 Avallaole Inspection Type: Slab Review 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 t e work stated. June 15, 2015 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy June 15, 2015 1 �AMrc. BUILDING PERMIT APPLICATION Midi l ll JI IVI CJ V IIIdge Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING ❑ ELECTRIC ❑ ROOFING APRrj- 6 2015 FBc 20t( Master Permit No. (� T I'D lC�) Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 391 IVC �0-17' M ?,W-4; City: Miami Shores County Miami Dade Zips Folio/Parcel#: II -_;'200 -013 -S& Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): d -N A K COMM kl'*J Phone#: Addres; s:e'b3a NI q,9 -6r- M , ie� City: oA'YI'li b State: RM0 A Zip: Tenant/Lessee Name: Phone#: Email: __ nA&J 'perc.> CONTRACTOR: Company Name: In P"Q 015MICr &VeA I �1% Phone#: V& - t11B-Z-3- Address: 3505- NN Nth Aft City: MI*Mi State: P -060A Zip: 531,752- Qualifier 31 2 - Qualifier Name: Not.ly EA'1ft-2 Phone#: °- State Certification or Registration #: Fulew Certificate of Competency #: 1152 -24P2.4 -- DESIGNER: Architect/Engineer:yi1,1ya &=4 Phone#: Address:_ B& 29�$ Vcrr^T-ftn� City: i o wm i State: �:L Zip: 33112 Value of Work for this Permit: $ fJSquare/Unear Footage of Work: 3o' Type of Work: Addition ❑ Alteration ❑New [:1Repair/Replace ❑ Demolition Description of Work: WOW LA 2L� x lq'- Specify color of color thru We: r Submittal Fee $ Permit Fee $2.0'5..00 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ 1 DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ 4f&_5,% TOTAL FEE NOW DUE S Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and Installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $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 Signature OWNER or AGENT The for Ing instrumqnJ was acknowledged before me this day of 20 by t who is personally known to me or who h as identification and who did take an oath. NOTARY PUBLIC: t7t,, APPROVED BY . f Signature C�- CONTRACTOR Pl rggoing instrum nt was acknowledged before me this r day of 20 1 '�— , by Wa" . who M95onal y known me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: v :'` JUAN L. ROLDAN MYCOMMISSRMITEM Seal: =. EXPIRES July 01, 2016 wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww Plans Examiner 00, Zoning 10 Structural Review Clerk Akw.. ff CERTIFICATE OF LIABILITY INSURANCE DATE(MN211PYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, w0lect to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Hemisphere Insurance Group PH NE Ea 3w 501-2801 FAx (305) 553-9010 11401 SW 40 St Ste 340!L hemisphefeinsgrp@aol.com INSURE461 AFFORDING COVERAGE NAIC d Miami, FL 33165 INSURER A : UNITED SPECIALTY INS COMP Phone (305) 501-2801 Fax (305) 553-9010 INSURED INSURERB: FWCJUA INSURER C : LUXAPAVERS LLC DBA THE PATIO DISTRICT INSURER D: 3305 NW 79 AVE INSURERE: MIAMI, FL 33122 (786) 200-5923 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, I R LTR TYPE OF INSURANCE ADDL UB D POLICY NUMBER POLICY EFF WDDIYYY POLICY EXP MMIDO LIMITS A GENERAL LIABILITY 0 COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS -MADE Q OCCUR ❑ Y Y DCGOD029-00 0711612014 07/15/2016 EACH OCCURRENCE $ 1,000,000.OD AGE PRREMISES Ea0ccu( nce) S 1001000.00 MED EXP (Any One Person S 5,000.00 PERSONAL &ADV INJURY S 1,000,000.00 ❑ GENERAL AGGREGATE S 2,000,000.00 GEN'. AGGREGATE LIMIT APPLIES PER: El POLICY E] P ❑ LOC PRoDucTS-COMPIOP AG. $ 2,000,000.00 $ AUTOMOBILE LIABILITYMBWED ❑ ANY AUTO ❑ AAILRLOOSWNED ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ AUNT NED SINGLE LIMIT a accident $ BODILY INJURY (Per PmOn) $ BODILY INJURY (Per accidSMI $ rarE�R.tdaTntt7AMAG $ UMBRELLA LIAB ❑ OCCUR EXCESS LIAB CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ ❑ DED El RETENTIONS $ 8 WORKERS COMPENSATIONWC AND EMPLOYERS LIABILITY YIN ANY OFFICEWMEMBREXCLUDE�D?ECIJTIVE (Mandatory in NH) El If ppee tleacr,be under DESL�RlPT1ON OF OPERATIONS below NIA 7/3755934 06/1412015 06/14/2016 STATU Ej OT" - Q T MATS E.LEACH ACCIDENT $ 100,000.00 E.L. DISEASE - EA EMPLOYE $ 100,000.00 E.L. DISEASE - POLICY LIMIT $ 500,000.00 DESCRIPTION OF OPERATIONS) LOCATIONS f VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) CVC NUMBER 1522626. f`FRTIFIrATF NAI r1FR CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NORTHEAST 2nd AVENUE MIAMI SHORES, FLORIDA 33138 ACORD 25 (2010105) CIF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1888-2010 ACORD CUKFUKA I IUN. AH r1gnxs nffw1vuu. The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 /f-! 8 -[ 15 Permit No: i)C) 7 is --1 o -o Structural Critique Sheet Page 1 of 1 • _- - - _ ���-� r PNE I WN ;� y Qs - -- s� LL,vul-p- e-':� L,----4) STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets In the re -submittal drawings. Mehdi Asraf ® LA ` MAP OF BOUNDARY SURVEY a , i� 'y MAY 18 2015 15 ALLEY O O FOUND I P.01/2° .�4� � .•> 1C�' ASPHALT +'` . (NO fD:) �� o,��Q a. P:' L . 75 o _ _ o = — T ,– FOUND I.P. 1/2 - 1°' 5' CHAIN ; AM c�.a C.S. — I Cd 2.4 0 0 -O• LINT( FENCE 00 0 li _ 4 ON I s a 25' tou 1.9 SPA 22.3 PSL POOL 'o L / [ L It Z _,��LLLLLL'_I a p� O�� Y Z I Z ri M L� O L'_ _LL �O N O Y _LLT _LLL- -L' f,124'' d- Z Z a o I _LLL L I F= -L� - BBQ �, Y � � LLL � L _� ,�,�� -9 iU � "" L r L �' % o U w _LL LI LLLL__1L1 00 %' i' .` SOD O I U LLQ. L. Li LLLL� U) LLL L L, _ L L- W / 90 L,_L Li LL LL C_ I m •• W WATER �y.. •.•• 42.6' p PdVP �.' hr • • O �%ISN ®iI00 .(� �••� •••••• / i f % • Y N "©Y / ' • A• M 5i O s� !'�' '72 I f , A.G.. • �.© • :..' cv L.F.k. 12:35° , 1 O_ �– . Z. �. W N,, ....I LL • ••••�• I H O m a ,'' o r ;11 6'' • • H O 'In '• O � 15.4 N � '. .�,... Q v O•I•. Ll• oo • • • [L'• i • • • 14.4' Q W .. I W I Q Ld 13.6' THE E 1/2 OF LOT 4 Z 0 Z Q W yb STAIRS BLOCK 42 W Z �+ I Q LOT 3 SODit Q I z - BLOCS( 42 �O NCCRRETE I WAY Q -ca °' X1'1 I Q I Co9.j, 0.4' I FOUND I.P.01/2° �j �� X H 103.56' (NO ID.} 9' Cb 3 FO1ND I.P.01 z° FOUND N.BcD. "�s. �¢ `R W 7J.00' 5' SIDEWALK 6 ., (N01D,) (NO ID.) BLOCK CORNER SOD s CONCRETE , 04� 19' PAIAY-J . DRIVEWAY, '� This Survey Map and Report are not full and complete without the other. A Arc Pg. Page ABBREVIATIONS & LEGEND FND Found R/W Right–of–Way @ Unknown Manhole Fire Hydrant ---41— -Chain Link Fence Wood Fence U.E. Utility Easement Center Line ® Sewer Manhole IP Iron Pie Pipe � Monument Line E Electric Box '� ® —°-- Metal or plastic IR Iron Rebar TBM Temporary T WM Telephone Manhole p # Light Pole — Fence 13tH. —Overhead N&D Nail & Disc PWY Benchmark Parkway� ® Water Meter Utility Pale O Utili line O Utility COL. Column W/P Water ump wv N Water Valve 0 LP Concrete Light Pole o + P.B. PLot Book ENC Encroachment Spot Elevation D.N!_E.Drainaae Maintenance Easement ® Catch basin 0 Prooertv Corner FormTech Job # 14-1028 Scale: 1 " = 20' Date: 10-29-2014 Land Surveying, Inc. State of Florida LB # 7980 0' 10' 20' 40' 12209 S.W. 129th Court, Miami, Florida, 33186 Ph: (786)429-3034 (786)443-0285 (786)443-0678 GRAPHIC SCALE _� www.formtechsurveyors.com email:info@formtechsurveyors.com Page 2 of 2 • •• s• 0.0000 0400 • • fee%• * 0• • •• • •goes• r 9 • • e • • •• • •goes• • • ••gee• • • •• • ••gee• 0904 • 0000• • • • • •00• 099••0 • :• see • • • ••e• MAP OF BOUNDARY SURVEY )11 Property address: 372 N.E. 98th Street City: Miami Shores County: Miami -Dade State: Florida Zip Code: 33138 Folio # 11-3206-013-5680 SUBJECT PROPERTY SURVEYOR'S REPORT: MIR cAuh CTRFMT 12 11 10 9 6 7 6 6 4 2 1 e 42 Z 13 1 14 1 15 1 16 1 17 16 19 20 21 22 23 24 N -E. 97th STREET LOCATION SKETCH NOT TO SCALE 0 1. MAP OF BOUNDARY SURVEY, Fieldwork date of data acquisition: October 29, 2014. 2. LEGAL DESCRIPTION: Lot 3 and the E 1/2 of Lot 4, Block 42, AN AMENDED PLAT OF MIAMI SHORES SECTION No. 1, according to the Plat thereof, as recorded in Plat Book 10, Page 70, of the Public Records Miami—Dade County, VoT c% . . sees sees.. 3. AREA: •• •••• • sees.. sees •sees. sees.. Containing 8,625 Square Feet or 0.20 Acres more or less by calculations. a ;'••'; sees.. sees 4. ACCURACY:' sees.. sees sees. .. .. .. . Goss.. The accuracy obtained by measurement and calculations of a closed geometric figure:**found too 04, exceed this requirement. Linear 1 foot in 7,500 feet. 0 • • e• • • e . :0090: 5. DATA OF SOURCES: of o HORIZONTAL CONTROL —The Legal Description was furnished by client. —North Arrow as per Plat Book 10, at page 70 of the Public Records of Miami—Dade County, Florida. VERTICAL CONTROL:- Elevations are referred to N.G.V.D. 1929. Benchmark used: Miami—Dade County Benchmark No. N -603—R, Elevation=8.05' (N.G.V.D. 1929) Located ® N.E. 96th Street and N.E. 6th Avenue. 6. FLOOD INFORMATION: By scale determination this property is located in Flood Zone X. as per Federal Emergency Management Agency (FEMA), NFIP Community Name: Village of Miami Shores and Community Number 120652 Map/Panel Number 12086C0302, Suffix L, FIRM Panel Effective/Revised Date 09-11-2009. 7. LIMITATIONS: No research was made for other instruments than the existing in the plat and provided by client. There may be additional restrictions or instruments that are not shown on this Survey that may be found in the Public Records of Miami—Dade County. No determination was made as to how the site can be served with utilities. Fences and walls ownership by visual means only, legal ownership not determined. No underground utilities and/or structures(foundations) was located within or abutting the Subject property. SURVEYOR'S CERTIFICATION: I certify. This Map of Boundary Survey meets all applicable requirements of the Florida Minimum Technical Standards as contained Chapter 5J-17. Unless indicated to the contrary, the measured distance and directions shown on the Map of Boundary Survey are the same as the deed distances and directions. Not valid without the signature and the original raised seal of Florida Licensed Surveyor and Mapper. Additions or deletions to Map of Boundary Survey by other than signing party or parties is prohibited without written consent of the signing party or parties. This Survey Map and Report are not full and complete without the other. FormTech 14-1028 Land Surveying, Inc. State of Florida LB # 7980 12209 S.W. 129th Court, Miami, Florida, 33186 Date: 1® Ph: (786)429-3034 (786)443-0285 (786)443-0678 Eau nia L. Formoso, P.S.M. www.formtechsurveyors.com email: info@formtechsurveyors.com /State of Florida LS # 6660 Page 1 of 2 r 0000.. .. .9 0000.. 0000 9 9 0000 0000.. .0000• .. .. . .0000. 0000.. . . 90.9 9 . . .. 0000.. 0000 0000. 0000. 0000.. 0000.. 0000 0000.. 0000 . 0000 0900.. 11 M Victor Ceron, PE Civil PE# 63023 8883 Fontainebleau Blvd #105 Miami, FL 33172 Tel: 786-282-5292 COVER SHEET 0000 . Structural Calculations for Wood Trellis 0000 0000 0000 0000 0000.. ... 0000. 00 00 0 0600:6 :00 � D Project: 0 • 0 '• JUN p Sean Gorman • 0000:• .. ... 201 , • .• . 0000 •. . •00 372 NE 98 ST • • • Miami Shores FL 33138 Victor Ceron, PE Civil PE# 63023 8883 Fontainebleau Blvd #105 Miami, FL 33172 Tel: 786-282-5292 ....0. ,.0000 .0000. 0000• 0000• 00,00• • • • 0000.• •0000• • ••.• . 0000 0000 .. .o..80000.. 0000 000,0 • • s 0 0000 0000 :--:Oo • 0000•• 0000.• •.• • • •• 0 00 Vm. i Victor Ceron PE 8883 Fontainebleau Blvd #105 Miami, FI 33172 Kzt =1.0 I:= 0.85 = 0.00256•Kz•Kn•Kd•V2 Z= 0.85 CN := 1.2 ,EgQgWR.= gz-G•CN PdesignWp := 0.6Pdesign PdesignWp = 34.62•psf Kz = 0.85 qz = 56.57•psf Pdesign = 57.7•psf ASD Factor. 0.6 LOAD ANALYSIS DL := 10psf LL := Opsf Cl := DL + LL C2:= DL + PdesignWp C3:= DL + 0.75 • Pdesignwp + 0.751 -1- C4:= .751 -1- C4:_ —0.6DL + PdesignWp Pdesign C2 Pdesign = 44.62•psf PdesignW C4 Pdesignw = 28.62•psf C1=10•psf C2 = 44.62•psf C3 = 35.97•psf C4 = 28.62•psf ASCE7 10, 30.8-1 (Down) (Down) (Down) (Up) DESIGN WIND LOADING FOR SYSTEM • • • •. ASCE 7-10 ( 30.8.1) • . ••.•00008• Z 14ft= 20k sees = "USLh,(= .. V=175•mph ...... . . Exposure—Category = "C" • Kzt =1.0 I:= 0.85 = 0.00256•Kz•Kn•Kd•V2 Z= 0.85 CN := 1.2 ,EgQgWR.= gz-G•CN PdesignWp := 0.6Pdesign PdesignWp = 34.62•psf Kz = 0.85 qz = 56.57•psf Pdesign = 57.7•psf ASD Factor. 0.6 LOAD ANALYSIS DL := 10psf LL := Opsf Cl := DL + LL C2:= DL + PdesignWp C3:= DL + 0.75 • Pdesignwp + 0.751 -1- C4:= .751 -1- C4:_ —0.6DL + PdesignWp Pdesign C2 Pdesign = 44.62•psf PdesignW C4 Pdesignw = 28.62•psf C1=10•psf C2 = 44.62•psf C3 = 35.97•psf C4 = 28.62•psf ASCE7 10, 30.8-1 (Down) (Down) (Down) (Up) 0000 0 0.0.00 .00. . • . • . . • . .• ..•... .•.... 0.0.00 • • • 0000•• •.•• 0000 • • o 0 0 . 0000• 0000 ••.• •...•. • • • . o Of •. .0 •0096 . ...... • 0000•• o o . • • • 0.000. • • • • . 0000 000 0 • . • 0 Victor Ceron PE 8883 Fontainebleau Blvd #105 Miami, FI 33172_ LOAD IN WOOD RAFTERS 2x8 (NDS 2005) Section Properties 7.25in B:= 1.5in 3 Is=B 12 ,�,=8•H Is = 47.63•in4 A = 10.87•in2 Distributed load on rafter w:= (Pdewgr,) • B w = 5.58• lb ft Adjusted _Length :_ (Width-1.33ft) •0.9 + 3•H (NDS - Table3.3.3) Adjusted_Length = 18.62ft Adjusted_Length2 8 M = 241.6ft•lb Calculation of streses Sigma := M - Sigma = 220.63. psi Is Select Structural Spruce- Pine -Fir Table 4A (NDS) Fb := 1250psi Cd := 1.0 Cm := 0.85 Ct := 1.0 Cf := 1.0 Cfu := 1.0 Ci := 1.0 (Fbp) := Fb•Cd•Cm•Ct•CI•Cf•Cfu•Ci•Cr Fbp=1221.88•psi Checking Interaction IV Sigma Fbp 'I = 0.18 Checking Defelction 5•w•Width4 D := D = 0.22•in 384E•Is Width Limit := Limit =1 • in 240 CI:= 1.0 Cr:= 1.15 if (1 5 1.0,"O.K." , "N.G.") _ "O.K." if(D s Limit, "O.K." , "N.G.") _ "O.K." 0000 • 0000 .. 0000 000.00 • . . '= .0080. 0 2 00000 0000 000 • 0 • 0000 0000 .. 0000.. e. a .. • 009 •0000• • 00 00000. • .. . . 000 00 • 00 e e w:= (Pdewgr,) • B w = 5.58• lb ft Adjusted _Length :_ (Width-1.33ft) •0.9 + 3•H (NDS - Table3.3.3) Adjusted_Length = 18.62ft Adjusted_Length2 8 M = 241.6ft•lb Calculation of streses Sigma := M - Sigma = 220.63. psi Is Select Structural Spruce- Pine -Fir Table 4A (NDS) Fb := 1250psi Cd := 1.0 Cm := 0.85 Ct := 1.0 Cf := 1.0 Cfu := 1.0 Ci := 1.0 (Fbp) := Fb•Cd•Cm•Ct•CI•Cf•Cfu•Ci•Cr Fbp=1221.88•psi Checking Interaction IV Sigma Fbp 'I = 0.18 Checking Defelction 5•w•Width4 D := D = 0.22•in 384E•Is Width Limit := Limit =1 • in 240 CI:= 1.0 Cr:= 1.15 if (1 5 1.0,"O.K." , "N.G.") _ "O.K." if(D s Limit, "O.K." , "N.G.") _ "O.K." .. . . ... 0000.. 0000.. 0000.. 0000.. . 60 .. 00 0.00.0 . . . . . .. . 0. 0000.. . 0000 ...• .9 09: 90.6 . 000.0 0000.. 00000 • • • • 0000.. .. 9060.9 . . .. . 0000 0 0 . . • 0000 699..6 6600 Vidor Ceron PE 8883 Fontainebleau Blvd #105 Miami, FI 33172 LOAD IN WOOD BEAMS (2) 2x10 (NDS 2005) Section Properties • H ...:.. 9.25inR,:= 2.1.5in cam:= 2 • • • • = B 12 B-H ...... Is = 197.86•in4 A = 27.75•in2 Distributed load on rafter .5 (Pd,.Igr,) Width•1 B + Pd�• 20 ,Sj , t Unca:= 17.5ft•0.9 + 3•H Adjusted -Length = 18.06ft Adjusted Length2 w = 78.09• lb ft (NDS - Table3.3.3) Mme:= w• 8 M = 3184.49ft•lb Calculation of streses imma M• NOMW s Sigma = 893.24 -psi Select Structural Spruce- Pine -Fir Table 4A (NDS) Fn:= 1250psi = 1.0 = 1.0,:= 1.0 �wl= 1.0 := 1.0 fii = 1.0= 1.0 2r:= 1.0 := Fb•Cd•Cm•Ct•CI•Cf-Cfu•Ci•Cr Fbp = 1250 -psi Checking Interaction _ Sigma WI Fbp I = 0.71 if(I <_ 1.0, "OK", "N.G.") = "O.K." Checking Defelction 4 5•w•Adjusted_Length := D = 0.50 -in 384E • Is Adjusted_Length '"• Limit = 0.9 -in 240 if(D 5 Limit, "O.K." , "N.G.") = "O.K." 0000.. • 0000.. 0000.. .. .. .. . 0000.. . . . . . .. . 00.00 0000.. 0000 0000 0000. 0000 . . 0000 0000. . 0000.. • • 0. 000. .. ...... .. . 0000 o see 0000 0000.. 0000 I Victor Ceron PE 8883 Fontainebleau Blvd #105 Miami, FI 33172 LOAD IN WOOD COLUMN 6X6 Section Properties H 0000.. 1w:= 5.5in,:= 5.5in:= 2 000:0. H3 *00000 00000 "J B 12 ,�,= B•H 0000.. 0000 I = 76.26-in4 A = 30.25•in2 Lateral Load on Column - Moment Inducing •'. �h := 0.66ft i- ,:= 10in Width Length j= h • 2 � PdesignW Wb = 188.9lb Wr = H 2 Pdesignw Mc:= Wb•9ft Mc=566.69ft. lb Mr:= 2r•9ft Tension Load In Column 3.5 Width 8.5 17.5 ll 1.5 Width 8.5 17.5 l Pu := PdesignW' 49 2 \ 2 ft+ 2 ft l+ PdesignW' 20 2 ( 2 ft+ 2 ft Calculation of streses l J Sigma T := Au Sigma -T =18.01 -psi ( 2 2 0.5 Sigma -B.--- �Mc + Mr� c Sigma B = 651.71 -psi 1 BENDING 1250psi Select Structural Spruce- Pine -Fir Table 4A (NDS) = 1.5 (Wind) = 1.0:= 1.0 &IV= 1.0 'f 1.0 i 1.0- 1.0::- 1.0 := Fb•Cd•Cm•Ct•CI•Cf•Cfu•Ci•Cr Fbp =1875 -psi TENSION Ft := 700psi Select Structural Spruce- Pine -Fir Table 4A (NDS) =1.5 =1.0,:=1.0 1.0=1.0 (Ftp) := Ft•Cd•Cm•Ct•Cf.Ci Ftp = 1050 • psi .G* 0000 0000 00 ease a e 0000 ea • • e as 0 e a0 ae0 0 ... se Wr= 310.06 lb Mr=1395.26ft. lb Pu = 544.81 Ib 004 a: �G • 0000.. 0000.. 96 .0 .6 . 0006.6 . . 000060 0. 0000.. 0000 .6.. .. 06: 0000 .... . 0000.. 0000.. •.. 9..... .. 0000 • .. 0000 0 000 0000 096090 Victor Ceron PE 8883 Fontainebleau Blvd #1 5 Miami, FI 33172 • • Checking Interaction • • .... SigmaLT Sigma • _B 1= 0.37 I - + Ftp 9 Fbp - Fbp• .... Ftp .... ...... .. • N.G.n n ) = "O.K." if (I 51.0,n O.K.n "N.G.") •• •• ...•�• •• • •• • ...... .. G 0 000 ...... . G 0 . • ' :see:. ....0. • G 00 .o .G eG G *see:* 00 0 00:000 e00000 .... .Gse :*see. •99 Goes.. 000 . . .• . .... G • G . . .... 000000 Victor Ceron PE 8883 Fontainebleau Blvd #105 Miami, FI 33172 = PdesignW•Tdbutary Area•Solid Area Pu = 544.81 Ib Lateral Load on Column - Moment Inducing := 0.66ft I:= 10in Width Length , = h • 1 2 PdesignW Wb = 188.91b r - H 2 PdesignW Wr = 310.06 Ib mac:= 3b •9ft Mc = 566.69ft•lb := Zr 9ft Mr=1395.26ft•lb (Mc2 + Mr 2)0.5 M = 1505.95 ft• Ib UPLIFT LOAD CRITERIA •••• Width = 20 ft Length = 26 ft ego: • • • .000 ••.• . . PdesignW = 28.62 • psf Pdesignwp = 34.62 • psf h = 0.66 ft ...... • • • • • • .. 0 no .. 00 0 006 Width 8.5 17.5 2 : Tributary Area = ft + ft Tributary Area =130 ft • • 2 2 2 :00600 • 0 4 • j Solid Area := 3.5 + 1.5 Solid Area = 0.15 '' ..: 49 20 3.5 Width 8.5 17.5 1 1.5 Width 8.5 17.5 Pte! PdesignW ft ( + ft) + Pd�ignW' [ ft + ft�� Pu =544.81 Ib 49 2 2 2 20 2 2 2 = PdesignW•Tdbutary Area•Solid Area Pu = 544.81 Ib Lateral Load on Column - Moment Inducing := 0.66ft I:= 10in Width Length , = h • 1 2 PdesignW Wb = 188.91b r - H 2 PdesignW Wr = 310.06 Ib mac:= 3b •9ft Mc = 566.69ft•lb := Zr 9ft Mr=1395.26ft•lb (Mc2 + Mr 2)0.5 M = 1505.95 ft• Ib .6 . • • • . .9. .. 0 0 : 0 0000.. . • ..... . . 0000.. . 6 9 0000.. 9. 09 .9 . 0.00.0 9 4,0 •• 0000. 000. . . 0000 .009 0000. .0.. .99. 0000.. 0000. . • • • • 000000 ••• 6090.6 0000 • 66 . 0000 0 0 0• 0000 .96996 Victor Ceron PE 8883 Fontainebleau Blvd #105 Miami, FI 33172 ft CALCULATE DEPTH REQ'D TO RESIST UPLIFT Uplift = 544.81 Ib Volume Uplift VolumeRequired 6.05 ft3 Required :—_ Ib Required 0.6.150•— ft3 := WidthF2 Area = 4ft2 VOIUIY1eRequired DepthRequired DepthRequired = 18.16 -in Area OVERTURNING CHECK M := Moment + Uplift • WidthF2 + Lateral • DepthF M = 2428.55 ft- Ib Ib WidthF WidthF MR = 150 lb Volume. 2 + 3ry$QiiDepthF3• 2 MR = 4080ft•lb d(1.5M 5 MR, "O.K." , "N.G.") = "O.K." . 904 :T COLUMN FOOTING SIZING •••. INPUT ���• Moment := M 1I := Pu Lateral := 11�p•; •, Moment = 1505.95ft•Ib Uplift = 544.81 Ib .... Lateral = 188aab' .... • . . 00 00 WidthF := 24in , LengthF := WidthF DepthF := VIOW: . • . . ...... y 120.lb 0soii:= 30 -deg Volume:= LengthF-WM;Fbepthi~•:•: i:= 3 ft CALCULATE DEPTH REQ'D TO RESIST UPLIFT Uplift = 544.81 Ib Volume Uplift VolumeRequired 6.05 ft3 Required :—_ Ib Required 0.6.150•— ft3 := WidthF2 Area = 4ft2 VOIUIY1eRequired DepthRequired DepthRequired = 18.16 -in Area OVERTURNING CHECK M := Moment + Uplift • WidthF2 + Lateral • DepthF M = 2428.55 ft- Ib Ib WidthF WidthF MR = 150 lb Volume. 2 + 3ry$QiiDepthF3• 2 MR = 4080ft•lb d(1.5M 5 MR, "O.K." , "N.G.") = "O.K." . 904 :T .. ... 0000.. • 0000.. 0000... 0 • 0000.0 . . •. .• .. • 0060.. . 00 . 6 .. . 000.0 0 000.. . . ..6• •66• 6..s• 0000• 0006 • • 0000.• 0000.. . • 000066 ••• • 0006.• • • • , .6 • 0000 0 Victor eron PE 8883 Fontainebleau Blvd #105 Miami, FI 33172 CHECK COLUMN FOR LATERAL STABILITY OF STRUCTURE M = 2428.55ft- lb (FBC - 1807.3.2) Design Criteria ---EQ'18.1'•: 0000•• • _- 9ft � 0000•• 0000 S3:= 2.200psf WidthF =24•in .��•�� 2 0.5 ' 2 (WidthF + WidthF b = 2.83ft .'. M 2.34 H A = 0.56 S3•b H0.5 d:= 0.5•A•11 + (4.36.A)] d = 28.28 -in if (d <- DepthF, "O.K." , "N.G.") _ "N.G." 0000 0000 • 0000 •0.0.9 • ••• • • • 10 .. . • . ... 0 0 .0000. •0. ...... • •06. . . .00• . 00 . 0000.. .. .. . 0 . . 0 000.00 00 . 0.... 0000 .... 00.00 '0000 0000 0.00.0 0000.. • • 000000 .. . ... ..00 .. . 0000 • 0 0000 0.00.0 victor Ceron PE 8883 Fontainebleau Blvd #105 Miami, Fl 33172 • LOAD IN WOOD RAFTERS (2X8) TO WOOD BEAM (2X10) CONNECTOR: •••••• • Using Simpson H2.5A Connector 066600 •.••.• • • •• •• •••••• Section Properties: 0 99 • • I:= 7.25in A:= 1.5in (Nesign)•B w = 5.58• Ibft Lengthb:= (Width - 1.5ft) Lengthb = 18.5ft Distributed load on rafter Lengthb W. R = 51.591b 2 Checking Interaction &.= 4951b Allowable Uplift as per manufacturer specs if(R 5 A, "O.K." , "N.G.") _ "O.K." • N• . • goo 0000.. • • .0066. • 0 6 6 0• 000 ..• 0 60 6. .. . 0600.. . 6 . .. . 0000.. 0000 666. 0000. 0 0000 • • 0000 . . 0000.. 666066 6 •. 0000.. .. . .000 6 6 .6 . . 0000 0 • • • • • s... 066006 a Actor Ceron PE 8883 Fontainebleau Blvd #10; Miami, FI 3317, LOAD IN WOOD BEAM (2X10) TO WOOD COLUMN (6X6) CONNECTin.' •: ,..... Using (2) 1/2" THRU BOLT *00600 .... Pu = 544.81 Ib •••••• Lb := 2.1.5in Bolt Diameter := 2 in SigmaC := Ab Ab := Lb -Bolt -Diameter Ab = 1.5•in2 SigmaC = 363.21 -psi (Compression) SigmaC Allowable := 1900psi 6" Wide Compression Parallel to Grain, Select Structural Spruce- Pine -Fir Table 4A (NDS) = 1.6 (Wind) m,�= 0.8 .= 1.0 f := 1.0= 0.8 Cp := 0.86 NDS EQ 3.7-1 (19�AMW := SigmaC Allowable.Cd•Cm•Ct•Cf•Ci•Cp SigmaC Allowable = 1673.22 -psi SigmaC 1w SigmaC Allowable i 0.22 if (1 51, "O.K.", "N.G.") _ "O.K." 1: , 61 .. ... ...... % ... . ... • SigmaC Allowable := 1900psi 6" Wide Compression Parallel to Grain, Select Structural Spruce- Pine -Fir Table 4A (NDS) = 1.6 (Wind) m,�= 0.8 .= 1.0 f := 1.0= 0.8 Cp := 0.86 NDS EQ 3.7-1 (19�AMW := SigmaC Allowable.Cd•Cm•Ct•Cf•Ci•Cp SigmaC Allowable = 1673.22 -psi SigmaC 1w SigmaC Allowable i 0.22 if (1 51, "O.K.", "N.G.") _ "O.K." 1: .• • ... 0000.. • . • • • • • 0000.• 00 0 : 00 00 000000 .. • o 0000 0000 .0.0. 0000 0000 • 0000.• • • • 0000•• •• • 0.•••• • . . • 00 Actor Ceron PE 8883 Fontainebleau Blvd #105 Miami, FI 33172 • LOAD IN WOOD COLUMN (6X6) TO CONCRETE FOOTING CONNECTOI7 0. 0 ; 6 x 6 column embeded 12 in into concrete footing 096:" 0006•. Contact Area = 4 x 5.5in • Embedment Contact Area=1.83ft2 Ib ,,Fw= 30. 2 in P:= F•Contact Area Pu IV P = 0.07 if (I 5 1, "O.K." , "N.G.") _ "O.K." Wood to concrete friction coefficient P = 7920 Ib 0000 06•. •""• Embedment:= 12. in, 0000 0000.. •.•• 0000 0000 Pu = 544.81 Ib 0.00•• • •d. • 0000. • 6 . • •s6• Contact Area = 4 x 5.5in • Embedment Contact Area=1.83ft2 Ib ,,Fw= 30. 2 in P:= F•Contact Area Pu IV P = 0.07 if (I 5 1, "O.K." , "N.G.") _ "O.K." Wood to concrete friction coefficient P = 7920 Ib 0000 0000 04 •.•• 0000 • • • . • •d. • 0000. • •s6• 0000 0006 • ... • 0000 • • •.• 6• • 6. 06• • • 0000. 6 0000.. •6 60♦ • ••• • • • 6 so 13 Goo . . ••• 9..6•. • 000000 0000.. .. 0000.. 0*0900 00069" 6 609066 99 • 0 •906 6000 .6096 909. 9.9• • •9699• • •4000, • • 66.9.• 9. • ••.96• • • • • •0.9 9.6..6 Victor Ceron PE 8883 Fontainebleau Blvd #105 Miami, F133172 CHECK TENSION Bolt—Tensile—Capacity = 1890 lb Allowable Tension := Bolt—Tensile—Capacity CHECK SHEAR Bolt—Shear—Capacity = 2000 lb Allowable_Shear := Bolt—Shear—capacity CHECK INTERACTION Applied Tension Applied Shear Allowable Tension + Allowable—Shear Applied—Tension = 0 Allowable Tension =1890 lb Applied Tension _ 0 Allowable Tension Applied—Shear = 55.78 lb Allowable Shear = 2000 lb Applied Shear = 0.03 Allowable—Shear 1= 0.03 if (1 5 1.0, "O.K." , "N.G.") _ "O.K." 14 .4140• LOAD IN WOOD LEDGER (2X10) TO CONCRETE TIE BEAM CONNECTOI$•• 6690 040 4141 4141.. Using 1/2"x4'Embed Simpson WedgeAnchor@24"O.C. "':" •4041 41 6 • •, 041•••• • 0 4100060041 '•41.41' :' Applied Tension := 0 -lb 0006' Spaciag"41n ' 1.51n Width " " 00 0 �••••• 416 4040 . Applied Shear := Pdesign • Spacing • • • • 4041 20in 2 • ; Applied Shear= 55.78 lb :•6.'� 41....6 r • 6 ..6. 4141 • CHECK TENSION Bolt—Tensile—Capacity = 1890 lb Allowable Tension := Bolt—Tensile—Capacity CHECK SHEAR Bolt—Shear—Capacity = 2000 lb Allowable_Shear := Bolt—Shear—capacity CHECK INTERACTION Applied Tension Applied Shear Allowable Tension + Allowable—Shear Applied—Tension = 0 Allowable Tension =1890 lb Applied Tension _ 0 Allowable Tension Applied—Shear = 55.78 lb Allowable Shear = 2000 lb Applied Shear = 0.03 Allowable—Shear 1= 0.03 if (1 5 1.0, "O.K." , "N.G.") _ "O.K." 14 .. . . ... 6666.. ' • 6666.. 9666.• � •• •• .. 0 9666•• 00 • 090000 . .9600900 9.9.11 0000 0900 000990 • • 9666.• • 0 • • • •• • 06.• ' • •• • ..9• •669.. • 0 0 0000 MATERIALS: ALL WOOD MEMBERS TO BE: SELECT STRUCTURAL SPRUCE PINE PT Fb = 1250 psi Fc = 565 psi Ft = 700 psi CONCRETE: 3000 psi IN COMPRENSSION AT 30 DAYS FASTENER AND CONNECTORS: ALL CONNECTORS TO BE GALVANIZED STEEL CODE INFORMTION: THE STRUCTURAL SY8Tm FOR THE 8TwJanw HAS BBISI DENONES IN ACCORDMICE WTTH THE 2010 RARQA WJ DW 2b06,AC1818-M ASCE 7-10 THE FOU04M SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: "II WIND: 3 SEC. GLMFr SPE® a 175 MPH EXPOKW GCPI =0.0 C MATERIALS: ALL WOOD MEMBERS TO BE: SELECT STRUCTURAL SPRUCE PINE PT Fb = 1250 psi Fc = 565 psi Ft = 700 psi CONCRETE: 3000 psi IN COMPRENSSION AT 30 DAYS FASTENER AND CONNECTORS. ALL CONNECTORS TO BE GALVANIZED STEEL CODE INFORMTION: THE STRUCTURAL SYSnM FOR THE STRUCTURE HAS BEEN DE8IGM 01 ACCORDiANCE VMW THE 2010 FLOfWA BULDW COM. NDB 200BAO 318-08, ASCE 7-10 THE FOLLOWM SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: WIND: 3 SEC. GLW SPE® =175 IYPH EXPOSAIMC LOADS: (ASCE 7-10, FBC-2090) LL = 0 (NO MAINTENACE) DL =I 0 PSF (SOLID WOOD) W = 31,74 PSF 24„ IJ 3 2 x 4 PT WOOD ATTACHED TO (2) 3" NAIL L� 2 x 8 PT WD RAFTER (2) H2.5 SIMPSON TIES WITH NOA APPROVAL FL # 10456.11 (5) 10D - 1 1/2 NAILS INTO WOOD RAFTER (5) 1 O - 1 1/2 NAILS INTO WOOD BEAM. (2) 2"x10" PT WD BEAM W (2) 1/2" DIAM THRU BOLT. ALL WOOD MEMBERS TO BE SELECT STRUCTURAL SPRUCE PINE 6" x 6" PT COLUMN PROVIDE FIBERED ROOF COATING AROUND EMBEDED PT WOOD COLUMN FUNDATION NOTE: NEW 24"X 24"X24" PROVIDE 2 # 5S THRU MIN 3" RECOVER NJIII11y1/�!!i���!li�i�!!�rmom \, 24" MIN 1 I SECTION TRANSVERSAL SCALE N.T.S . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . INN FOWADCB uE BLVD 0 U Mw R 3W2 PMOW-788 - 282 Stn I 00 M M M z --j craw Q LL.9 00 rK c7' O w �L �z �` o� CL WQ �- Z� aas M WAX MCTORCCRONff- INN FOWADCB uE BLVD 0 U Mw R 3W2 PMOW-788 - 282 Stn I OWN ►..ate- ; 00 M M M z --j craw Q LL.9 00 rK c7' O w �L �z �` o� CL WQ �- Z� OWN ►..ate- ; . . ... . . . ... .. .. . . . .• .. . . . . . . . . . . . 1 2 3 4 5 6 • c�rairyp �grcvm • • • • 26 � 1'-7" 1'-7" sm". mva 6" x 6' PT WOOD 0. :0: • "`. 0 A-1 A-1 A-1 COLUMN TYP .. . . 11 H 11❑ 2" x 10• PT WOOD BEAMS vi am NFE BB�FON7 .>� 7W-ZUUft 2" x 4" PT WOOD O ®� "— U 20, rwett �nE 5'-3" 2X8 PT WOOD ATTACHED APPROVAL # FL 11169.3 (10 -10131/112 NAILS O LEDGER NAILS (6) -10D 11/2 TO R 00 � M M Ln LLJ 2" x 10" P.T WOOD BEAMS ATTACHED TO EXISTING ❑i STRUCTURE (8)1/2" x 6" WEDGE ANC Ll w ❑ m —LLLIoffof � cs p— = O uj OPEN TRELLIS FRAMING PLAN / FUNDATION '�- n�Q ww 2 o SCALE 1/4" = 17 2 x 18•FT WOW LBXMR ATTACFM WEOOEE RE(8)WlMX8' GGMRAtNU7TS TIE OE 1Y EXlSTINO M 88"x AHtOVALi FL 191.8 I-1ODNAU TO LEDOOt (4)- 18D1112 NA18TORAFTEt I ". �i j� PLVISbMi ia. n® ocs°nma 3 CONNECTIONS DETAIL j � SCALE N.T.S MAWNG V M91CATZ% ° / \m (� a2 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. 0000 0000 . . 0000 .. 9 00 00.00. 0000 0000 0 . . 0 0000 0000 . .. 0000.. . . . .. .. .. 0 ...... 0000.. 000 0 . .. . - . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • . •.• 7 2 3 4 5 6 • cwm se • • • • • • • • • • • • 8 • • • • • • • • • • • • .cil'�C'io R • N06S i0WCCNS1WACTXN 115.00 .•• ::..:�" WMBWTA WAC -ROW •.• . . •. • . VlCr� FE Sam OM FOW ,tW , .IW_2ft 92ft VAIMo ( fL U / / v�noc<r *mc 26' O �0j POOL CONCRETE 00 i__ _SETB ___ ______ACK , ONE STORY CBS DRIVEWAY RES # 372 -7—► 20' Ln DD ^^ L m SPA _ ..SCK ` \ 00 W rymo O LLJ S{DE S I 6-6 \ t --i Al w �� n� d �— zW ® M � C) ca�cntwTrs 115.00 Q 4 SITE PLAN SCALE 1/4 a = 1'0" ---------------------- A3 •• •• • • • •• •• • • • • • • • • • • • • • 7 2 3 4 5 6 e CO MGV FiSERAD • • • • • • • • • ••a • • • • • s • • • • • ••• • .eons-rOMEcsxsrartcTIOv 00 B OWMWAC • ••• • • • • •• • • VICTORCEROMPC a•. mo-rr 7 x 8° PT WOOD RAS eseseotur► 3 ♦%S 2"x 10" PT WOOD BEAMS 7F I w+oW, 7W' 2sa sage ««� COLOR I CORDOVAN BROWN7� 6" x 6" PT WOOD COLUMN TYP LONGITUDINAL SECTION 5 SCALE 1/4" =110" 00 M I M M J I LL -Q m Of C:)cy- 1 x r PT WOOD It 11 11 11 11 11 11 RAFTERS PTVYOOD 71 Lll Z Q N (l� ® MBEAMS COLOR CORDOVAN BROM cuswaNrnrs x8'PTWOOD TYP Q� TRANSVERSE SECTION 6 I SCALE 114" =17 w�Awrtrcn�exra+rATM �w A4 -I If— 19, v CD Im mZ 0 gill `t \\ \\ �\`�• • GOO � A'ia • .... $ . • 00 6 ..., 690.04 •• • • 0.0000 6 8 • • • 6 • • • a • OPEN TRELLIS ..'•• • . 372 NE 98 ST•• a MIAMI SHORES, FL 33138 _y 0 Ty;• • OWNER NAME: S • •96 •6 SEAN GORMAN 61 • ••• • '••' OR 0000.. • 0000.. . f u..e• •sees 0.000• s • • ••.•es .0090• 9 0 0000 0000 0000 . •. 0 00 • 00.00• 090• •0•• 9 • • • 0000 0000 0 e. 0000•• • 9 . • • . •• •• of • 0000•• 0.000• e • • .0e 9 • ••