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DGT-13-1700 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-202186 Permit Number: DGT-7-13-1700 Scheduled Inspection Date: November 08, 2013 Permit Type: Decks/Gazebos/Trellises Inspector: Rodriguez,Jorge Inspection Type: Final Owner: BURKHALTER, LAWRENCE Work Classification: Pergola Job Address:185 NE 105 Street Miami Shores, FL 33138-2032 Phone Number 305-494-8858 Parcel Number 1121360050160 Project: <NONE> Contractor: FLORIDA PERGOLA LLC Phone: (305)400-0200 Building Department Comments BUILD NEW PERGOLA ON THE BACK OF THE HOUSE Infractio Passed comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-196127. Bolts at 6x6 and 2x8 not per plans. Supply ladder to check top lag bolts Pavers must be finished Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 07,2013 For Inspections please call: (305)762-4949 Page 19 of 33 I � o �e Miami Shores Village JAL 3 a 2P36 (� Building Department By�o ©o®m ®oa°aoo 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 �Fy--C�2g0 BUILDING Permit No. FB o I-100 PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: I 1 City: Miami Shores County: Miami Dade Zip: it Folio/Parcel#: 11 - 41,36 ` miS 01 U Q Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): " %t 9C'Q X�0.� Phone#: a "03d Address: vas- 1�,)& City: V-k S ®�°<-�_ State: Zip: 5,3) Tenant/Lessee Name: � � Phone#: Email: l 0•,3 V-0— e� t>Yy-, CONTRACTOR:Company Name: ?, V— to r"` Phone#: M Coo() Address: pfot -U3 i * 16 City: M I AnA i State: Ft Zip: 313/ 9 G Qualifier Name: 01 gam Phone#: 31 a q t G va j— State Certification or Registration#: C '7C /6/ T91-7 Certificate of Competency#: Contact Phone#: S I 9 S I (A DL�5 Email Address: W b®ljerLC F10.0 5� � -ev �t- Coe--I DESIGNER:Architect/Engineer: 1, 10%U8+0 S 0(�-e_ Phone#: 7 Soo St 1(0 q Value of Work for this Permit:$ �0 0• Square/Linear Footage of Work: Type of Work: ❑Addition ❑A®Iteration ANew ❑Repair/Replace ODemolition Description of Work: 1 I d pe,!:401c� Color thru tile: ��xx�xxx�x��xxx�xxxxx�xxxx����xx�xxx�xxFees�x��x�xx�mu��xxxx�xxx���x�x�xx�m���xxxxxx��� Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ • 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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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. Signa a Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this a ""�,,—f The for o' g instrument was ackno4has before s5 day of �� b llt�'(. t�! day of ,20� ,b who is p onall .known to me ho has produced is on ly known to me or whoduced As identification and who did take an oath. �. identification and who did take an oath. NOTARY PUBLIC: N TARP UBLIC:_ ° Sign: g (( Si Print: inn W E l— 1<<✓ ®6" Prin = �c>mm. EP 881 =My 12 0 My Commission Expires: �a�!;�:p;'wo �S4pB'FIOlD1I My orifin hrough NationaLNolary ss . * MY COMMISSION#DD 90Q230 * EXPIRES:JUW 31,2013 � o� 7�yy8u�ett�l APPROVED BY 7/ � Plans Examiner �° Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) CERTIFICATE OF LIABILITY INSURANCE F612 (MM/DDnmm 02/13 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,subject 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 WEACT Ruben Romeu R O S C H Insurance Group Inc. PHONE 305)592-3004- a/AC No 10300 Sunset Drive,#355 L Wm ruben@roschinsurance. .ADDRESS: Miami,FL 33173 PRODUCER Phone (305)592-3004 Fax (305)397-2814 INSURE S)AFFORDING COVERAGE NAIC# INSURED INSURERA: Vanguard Insurance Florida Pergola,Inc INSURERS: 12255 SW 128 St Suite 406 INSURER C: Miami,FL 33186 INSURER 0: INSURER E: 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. LTR TYPE OF INSURANCE INS WVD POLICY NUMBER POLICY M/DD MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RERTEU-- © COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 100,000 F-1 F-1 CLAIMS-MADE ® OCCUR PGLS001268-12 MED EXP(Any one person) $ 5,000 A F-1 PERSONAL 04110/2013 04/10/2014 PERSONAL&ADV INJURY $ 1,000,000 ❑ GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 © POLICY ❑ PRO- ❑ LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ❑ ANY AUTO BODILY INJURY(Per person) $ ❑ ALL OWNED AUTOS BODILY INJURY(Per accident) $ ❑ SCHEDULEDAUTOS PROPERTY DAMAGE HIRED AUTOS (Per accident) $ F-1 NON-OWNED AUTOS ❑ $ ❑ UMBRELLA LIAB © OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑ CLAIMS-MADE AGGREGATE $ ❑ DEDUCTIBLE $ ❑ RETENTION $ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yyes describe under DESG�RIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,K more space Is required) General Contractor Service Certificate holder is listed as additional insured as their interests may appear. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NW 2 Ave Miami Shores,Fl.33138 AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109)QF The ACORD name and logo are registered marks of ACORD 11-14-2012 S JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL. SERVICES DIVISION OF WORKERS` COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 1111412012 EXPIRATION DATE: 1111412014 PERSON: BOVELL MATTHEW FEIN: 461260984 BUSINESS NAME AND ADDRESS: FLORIDA PERGOLA INC 8963 SW 152 PATH MIAMI FL 33198 SCOPES OF BUSINESS OR TRADE: 1- LICENSED GENERAL CONTRACTOR IMPORTANT: Pursuant to Chapter 440 . 0604), f+5., an officer of.n corporation who elects exemption from this Chapter by filing a certificate of MOWN under this section may not recover benefits or compensation gndor this chapter. Pursuant to Chapter $40.051121, F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed an the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and Certificates of election to be exempt shall. be subject to revocation if, at any time after the filing of the notice or the issuance of the certiticate, the person named an the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to moat the regafroments of this section. QUESTIONS? (850) 413-1609 DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA IMPORTANT DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERV COMPENSATION F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who CONSTRUCTION INDUSTRY O elects exemption from this chapter by filing a certificate of election CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA L under this section may not recover benefits or compensation under this WORKERS!COMPENSATION LAW D chapter. EFFECTIVE: 11/14/2012 EXPIRATION DATE: 1111412014 Pursuant to Chapter 440.05(121, F.S.. Certificates of election to be PERSON: MATTHEW BOVELL H exempt.., apply only within the scope of the business or trade listed on FEIN: 481250984 E the notice of election to be exempt: R BUSINESS NAME AND ADDRESS: E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt FLORIDA PERGOLA INC and certificates of election to be exempt shall be subject to revocation 0963 sw 192 PATH if, at any time after the filing of the notice or the issuance of the MIAMI, FL 33196 certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the SCOPE Of BUSINESS OR TRADE: person named on the certificate to meet the requirements of this 1- LICENSED GENERAL CONTRACTOR section. QUESTIONS? (850) 413-1609 CUT HERE Carry bottom portion an this job, keep upper portion for your records. OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 O..is,�p sell amp Miami shores Village Building Department LpRjp�► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: /3- / 70 ® DATE: GI " /3 /3 ,, C E O ,.Jo •Contractor (NAME) • Owner rchitect i0�- Picked up 2 sets of plans and(other) r`5 C-C-- C/C- 7-,/ UYU�S Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department t continue permitting process. Acknowledged by: Q (Signature) PERMIT CLERK INITIAL: RESUBMITTED DATE: 42-L PERMIT CLERK INITIAL: 5�toRES G Miami hores Village Building Department .911 "slot" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 p Ih,v�,�`�`� Tel: (305) 795.2204 'tOR[Z Fax: (305) 756.8972 August 16, 2013 Permit No: DGT13-1700 Structural Critigue— Syed Ashraf 1. None of the previous comments addressed. 2) c�-7, nl�,u P.6; 6 USED . --17' SS' -tom 3 Do u-S tJ n I & 6ft-e- -J--o P- W I AJ.D t0 q) No T PLC-grf 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 revise sheets and include one set of voided sheets in the re-submittal drawings. y�ORFs D Miami shores Village Building Department LORIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: /l' V,�® � DATE: I, Ma W &v-e' 9 Contractor •Owner •Architect Pick d p 2 sets of plans and ther) �S Address: I p From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: 0 PERMIT CLERK INITIAL: ill RESUBMITTED DATE: PERMIT CLERK INITIAL: SgoREs Miami shores Village ` y� Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 toRIDA` Fax: (305) 756.8972 Permit No: DGT13-1700 August 6, 2013 Page 1 of 1 Building Critique Sheet 1. Please see structural comments. Structural Critique Sheet 2. Use wind speed of 175 mph. 3. Provide structural calculations for wood member, their connections and the foundations. 4. Structural notes shall be provided on a larger font. Make sure design criteria, code reference, material specifications are provided. Mehdi Ashraf Building Official &Structural Reviewer 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. t • BOUNDARY SURVEY . LEGEND 0 -FOUND 518-IRON p -FOUND 5/8 ON ROD 20 0 10 20 0 -FOUND 112"IRON PIPE ® -WATER METER -FIRE HYDRANT (IN FEET) ® -WOOD UTILITY POLE 1 INCHES=20 FT. cm 15 ALLEY RM/ 0 (W ASPHALT PAVEMEN o - 6 n ri S89 0 38 08 E 75.00 P&M tV 0.2' o 2.0 40.0', O _ — I I SPA 2.8' © I I POOL %A log I I ��� I DRAIN FIELD I o - Z I Z 9.8' CONC. POOL PATIO W 2.3' 37.2' 5.5' J cd I M 7.7' b� SEPTIC I �'O - = Q c TANK 5 I O ® � to N ONE STORY Ld 14.9' I O y I Z v RESIDENCE 13.0' I Q W o #185 I I °Q p LOT 16 O _ O BLOCK 201 I I O(Z) UTILITY` _ � SHED I I I Z N 25.7' _ O I 9.9' 11.0' o gy 0.2' 13.4' 9 1 4c�9,'®•� a�N' I 40.0' CONC. >- WALK 1.6' LYUI N co ce ® WALL . �p Ac i N89°35'23"W 2 (P) 49. 2'(P&M) cc j cM U — a UI I 50'TOTAL R/W (16'ASPHALT PAVEMENT) NE 105TH STREET ABBREVIATIONS: A CE FL OOD AiC -AIR CONDIVONER SLAB & /NSPEC T/O/VS THIS SURVEY IS PREPARED FOR THE EXCLUSIVE USEAND Q-CENTER LINE LB#802 BENEFIT OF THE PARTIES LISTED HEREON. LIABILITY TO ANY CB -CONCRETE BLOCK THIRD PARTIES MAYNOT BE TRANSFERRED OR ASSIGNED EM-ELECTRIC METER F/P -FOUND IRON ROD PROFESSIONAL DESCRIPTION. DATE: BY: FIR -FOUND IRON ROD SURVEYORS REVISION: CONC. -CONCRETE AND MAPPERS P -PLAT REVISION: M -MEASURED 4801 HOLLYWOOD BLVD.,SUITE C NO ID -NO IDENTIFICATION HOLLYWOOD,FLORIDA 33020 DATEINFIELD: 0601/2013 FIELDBOOK DIGITAL FILE OHW -OVERHEAD WIRES PHONE:954-924-1808 FAX: DRAWNBY• EOC DATE DRAWN: 0611212013 RIW -RIGHT-OF-WAY 954924-1809 UE -UTILITY EASEMENT acetloodandins ections ahoo.com CHECKED BY., TLM JOB NUMBER S906-DC13 SHEET 2 OF 2 BOUNDARY SURVEY JOB # S906-DC13 PROPERTY ADDRESS: 185 NE 105TH STREET MIAMI SHORES, FL 33138 CERTIFIED TO. LAWRENCE BURKHALTER AND LAURA BURKHALTER, HUSBAND AND WIFE FLOOD ZONE INFO: COMMUNITY NAME. VILLAGE OF MIAMI SHORES COMMUNITY NO: 120652 MAP&PANEL NO: 12086CO302 L FLOOD ZONE. X/D BASE FLOOD: N/A FIRM DATE: 0911112009 BM: BM#N/A ELEVATION =N/A LEGAL DESCRIPTION: LOT 16, BLOCK 201 OF DUNNINGS MIAMI SHORES EXTENSION NO.1, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 41, PAGE 51 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. SURVEYORS NOTES. 1. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS-OF-WAY OF RECORD. 2. VISIBLE ENCROACHMENTS AREAS SHOWN. 3. ELEVATIONS SHOWN HEREON ARE N.G.V.D. OF 1929. 4. NOTICE. THERE MAYBE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 5. THIS SKETCH IS THE PROPERTY OF ACE FLOOD AND INSPECTIONS, PROFESSIONAL SURVEYORS AND MAPPERS AND SHALL NOT BE IN REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF ACE FLOOD AND INSPECTIONS, PROFESSIONAL MAPPERS AND SURVEYORS IN WRITING. 6. BEARINGS SHOWN HERON ARE ASSUMED AND BASED ON THE NORTH RIW OF NE 105TH STREET(N89°35'23"W). 7. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS OTHERWISE NOTED. 8. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE PLAN INFORMATION PRIOR TO CONSTRUCTION. 9. UNLESS OTHERWISE SPECIFIED THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION PURPOSES. 10. FENCE OWNERSHIP NOT DETERMINED. 11. DESCRIPTION PROVIDED BY THE CLIENT OR CLIENT REPRESENTATIVE. i '1 C SHEET 1 OF 2 A CG FLOOD THIS SURVEY WAS PREPARED FOR Lawrence Burkhalter and Laura Burkhalter,husband and wife INSPECTIONS ISSURVEY IS PREPARED FOR EDHER EXCLUSIVE USEAND NOT VALID WITHOUT THE SIGNATURE BENEFIT OF THE PARTIES LISTED HEREON. UAB/UTYTO ANY L PARTIES MAY NOT BE TRANSFERRED OR ASSIGNED AND THE ORIGINAL RAISED SEAL OF A PROFESSIONAL DESCPJMO * DAB BY., FLORIDA LICENSED SURVEYOR AND SURVEYORS MAPPER AND MAPPERS REVlsloM' .� . 4801 HOLLYWOOD BLVD.,SUITE C w HOLLYWOOD,FLORIDA 33020 DMIEnvRBD. W0013 FIELDBOOK DIGITAL FILE PHONE:954-9241808 FAX: TERRY L.MCI CDEVI SSIO?NAL 9-1W-924-1809 924-18 DRAWN BY. EDC DMTEDRAINN: M3R013 SURVEYOR AND MAPPER FLORIDA acefloodandins enfon boo.com CHECI®BY ny JoBNUm 5906-DC13 LICENSE NO 4557 JOB: DESIGN LOAD CALCULATIONS. LAURA BURKHALTER. 185 NE 105 STREET. MIAMI SHORES FL. 33138 -CONTRACT: FLORIDA PERGOLA 8901 SW 57 Ave. Miami. Fl. 33196 CLAUDIO A. JOFRE P.E. FL REG.# 28531 334 NE 102ND. STREET. MAIMI SHORES — FL 33138 786-382-1695 OPEN TRELLIS PERGOLA BEAM CALCULATIONS P.E. SIGN AND SEAL DECK LOADING CONDITIONS WIND LOADS LIVE LOAD LL 25 PSF Exposure Category "C" Mean Roof Ht = 9.5 DEAD LOAD DL 2 PSF Building Category I Importance Factor= 1.0 TOTAL LOAD (PSF) 27 PSF Wind Velocity 175 mph ASCE 7-05 FBC 2010 DURATION FACTOR 33% VoIj DATE: P.E. SIGN AND SEAL UNIFORMLY LOADED BEAM IN BENDING COVERS THE ENTIRE SET OF COMPUTATIONS SHEETS RECTANGULAR WOOD BEAM SUPPORTED ON BOTH ENDS, LOADED EVENLY, WHEN: FROM SHEET 1 TO (a. 1. Load on beam = 2,160 lbs. 2. Span of beam = L- 13'-0" 3. Roof deck width= 13' 4. Roof Overhang = 2' 5. Combine LL+ DL = 27 PSF CEr 7SEPr 2 4 2013 OVERHANG BY: PORTION OF TREWS N OPEN TREWS BEARING ON THE BEAM. G� BEAM CITY COLS. UAr_M Erin y OVERHANG lA COLS. T C IJI L 2G' A) BEARING LOAD ON THE BEAM = B) MAXIMUM BENDING MOMENT FORMULA 13X6.5 = 84.5 S.F. Mmax = WL / 8 W = 78 X 27 PSF = 2,281 lbs. Mmax = (2,281 x 12) / 8 Mmax = 27,372 / 8 Mmax = 3,421 Ft/Lbs 3 C) FIND SECTION MODULUS REQUIREMENT. D) SELECT A BEAM WITH A SECTION MODULUS OF 24 IN + Divide maximum bending moment In inch-pounds Formula for determining section modules for a rectangular by allowable fiberstress for the woad grade. beam : S = b (dxd) / 6 Section Required = Mmax x 12 / Fb Sreq = (3,421 x 12) / 1150 lbs/ Sq in. TRY (2) 2x10 ; actual dims 1.5"x9.5" Sreq - 35.7 inches 3 S = 1.5 (9.5x9.5) / 6 5 = 1.5x90.25 ` 6 Sreq = 36 in3 S = 135.4 / 6 = 22.66x2 = 45.2 in3 45.2 cu.in. > 36 cu.in = PASS Sheet A--1 JOB: DESIGN LOAD CALCULATIONS. LAURA BURKHALTER. 185 NE 105 STREET. MIAMI SHORES FL. 33138 CONTRACT: FLORIDA PERGOLA 8901 SW 57 Ave. Miami. FI. 33196 CLAUDIO A. JOFRE P.E. FL REG.# 28531 334 NE 102ND. STREET. MAIMI SHORES — FL 33138 786-382-1695 CONNECTION OF BEAM TO COLUMN CALCULATION a) Load on beam = 2,281 lbs. b) # of connections = 2 lag screw ® ea. end. c). Sh. F Q ea. end = 1,141 lbs / 2 = 570 LBS d). Type of screw — 1/2" x 8" LAG SCREW GALV. 1 Weight on beam = 2,281# 2 Total horizontal wind force at bending point = 248.8# 3 Maximum shear stress applied Vmax= (v+h) = 199.1# 4 Maximum tensile stress applied Tmax= (15+V)/10 = 262.5# 5 Allowable Shear Stress on"CWE" 1/2"x8" lag screw= 1050# : Embed = 7.5" 6 Allowable tensile stress for same screw — 975# 7 Check unity condition (Tmax/Tall + Vmax/Vall) = 0.25 < 1.0 Use (2) 1/2"Dx8" lag screws galvanized at each connection. CONNECTION. OF JOIST TO BEAM CALCULATION a) Load on joist = 351 lbs. b) # of connections = 1 lag screw © ea. end. c). Sh. F @ ea. end = 175.5 lbs d). Type of screw — 3/8" x 8" LAG SCREW GALV. countersunk 1 Weight on joist = 351# 2 Total horizontal wind force at bending point = 183.3# 3 Maximum shear stress applied Vmax= (v+h) = 185# 4 Maximum tensile stress applied Tmax= (13+V)/10 = 188# 5 Allowable Shear Stress on"CLS" 3/8"x6" lag screw= 435# : countersank = 6.0" 6 Allowable tensile stress for same screw -- 438# 7 Check unity condition (Tmax/Tali + Vmax/Vall) = 0.5 < 1.0 Use (1) 3/8"bx6" lag screws galvanized at each connection. Sheet A-2 JOB: DESIGN LOAD CALCULATIONS. LAURA BURKHALTER. 185 NE 105 STREET. MIAMI SHORES FL. 33138 CONTRACT: FLORIDA PERGOLA 8901 SW 57 Ave. Miami. FI. 33196 CLAUDIO A. JOFRE P.E. FL REG.# 28531 334 NE 102ND. STREET. MAIMI SHORES — FL 33138 786-382-1695 OPEN PERGOLA WIND LOAD CALCULATIONS CLASSIF.: OPEN STRUCTURES — METHOD 2 Analysis:sis: An open trellis pergola structure is similar to an Open Sign & Lattice Frameworks structures. Force Coefficients, Cf, shall be calculated according AS' Section 6, Figure 6-22. Flat—Sided Rounded Members Members E Cf DVq = < 2.5 D1 z = > 2.5 < 0.1 2.0 1.2 0.8 0.1 to 0.29 1.8 1.3 0.9 0.3 to 0.7 1.6 1.5 1.1 Notes: Wf = Wind force. Calculation based on area of exposed members on plane normal to the wind direction. Forces shall be assumed to act parallel to the wind direction. Af = Area Af consistent with Cf is solid area projected to the wind direction. E = Ratio of solid area to gross area. D = Diameter of a typical round member, in feet. qz = velocity pressure evaluated at height z above ground in Ibs/S.Ft. 1. WIND EXPOSURE C 2. TRELLIS EPA 10.3 S.F. 3. COL. PROJECTED AREA 3.66 S.F. 4. COL. HEIGHT ABOVE GRADE H = 8' 5. COL. EMBEDDING H = 2' 6. WIND VELOCITY V = 175 (MPH) Sheet A-3 JOB: DESIGN LOAD CALCULATIONS. LAURA BURKHALTER. 185 NE 105 STREET. MIAMI SHORES FL. 33138 CONTRACT: FLORIDA PERGOLA 8901 SW 57 Ave. Miami. Fl. 33196 CLAUDIO A. JOFRE P.E. FL REG.# 28531 334 NE 102ND. STREET. MAIMI SHORES - FL 33138 OPEN PERGOLA WIND LOAD CALCULATIONS cont. from sheet A--31 7. TRELLIS EPA = BEAMS FACE (7"x12x13) / 144= 8.125 S.F. JOIST EDGES (1.5"x5.5")x10/144= 0.579 S.F. PURLINS FACE (1.5"x12x13)/144= 1.625 S.F. COLUMN P.A. COLUMN FACE = (5.5 / 12) X 8'= x THREE COLUMNS = 3.66 x 3 = 10.98 S.F. SOLID EXPOSED AREA = 21.928 S.F. 8. GROSS AREA OF EXPOSED PERGOLA 26'x 10" = 260 S.F. 9. E RATIO OF SOLID AREA TO GROSS AREA E = 0.118 10. Wind Velocity Pressure at 10' h. (fig 6.2) qz = 34.4 Ibs/S.F. Formula for Wind Pressure 'p', applied to the MWFRS of the open pergola p = gzGCp - gz (GCpi) 11. Where: p = design wind pressure for Main Wind Force Resistance System -psf. qz = velocity pressure at height "z" (see line 10 above) G = 0.85 Cp= external pressure coefficient (see ASCE 7. fig 6-6) GCpi= 0.00 for Open Buildings - such as Open Pergola. 12. Then: p = 34.4 x (0.85 x 0.8) - 34.4 (0.00) p = 34.4 x (0.85 x 0.8) - 0.00 p = 23.4 PSF 13. Wf = EPA xp Wf = 21.9X23.4 Wf = 21.9 X 23.4 TOTAL WIND FORCE Wf = 512.4 Ibs Sheet A-5 JOB: DESIGN LOAD CALCULATIONS. LAURA BURKHALTER. 185 NE 105 STREET. MIAMI SHORES FL. 33138 CONTRACTOR: FLORIDA PERGOLA 8901 SW 57 Ave. Miami. Fl. 33196 CLAUDIO A. JOFRE P.E. FL REG.# 28531 334 NE 102ND. STREET. SECTION MODULES MAIMI SHORES - FL 33138 786-382-1695 Analysis: total wind force is 512 lbs, distributed in 3 columns at area facing the wind. = 512.4/3 = 171 lbs. Apply Cf to the column as : Wf x Cf = lbs 171 x1.8 = 307.8 lbs A) FIND COLUMN SECTION MODULUS REQUIREMENT. WOOD COLUMN: Eastern Y. Pine P.T. Fb = 1150 Ibs/in2 Section Required = Mmax x 12 / Fb Sreq = (307.8 x 12) / 1150 lbs/ Sq in. Sreq = 3.21 inches 3 Sreq = 4 163 B) CHECK COLUMN SECTION MODULUS AVAILABLE. S = b (dxd) / 6 CHECK 6x6 COLUMN IN THE DESIGN. Actual dims: 5.5"x5.5" S = 5.5 (5.5x5.5) / 6 S = 5.5x30.25 / 6 S = 166.4 / 6=27.7 in 27.7 cu.in. > 4 cu.in = 692% OVERTURNING STABILITY 12, V--= M = 307.8 (LB.FT.) = 11.4 / .4 Lb/ FT S 27.7 (FT. )3 13. SL = P = 2' x5.5 = 0.916 S.F. 12 14. FOOTING WEIGHT = 2'x2'x2' = 8 FT— ((5.5"x5.5")x 24"/ 1728) =0.42 FT. 7.58 CU. FT x W. conc = 7.5x87 lb cu. ft = 652.lbs = 211.8% overturning moment to grade. PASS COI. <d :::�> 2' below grade 2' 2' Engineer statement: information on calculation sheets supersedes the plans. Sheet A-6 Other Structures–Method 2 All Heights - Figure 6-22 Force Coefficients,Cf Open Signs & Lattice Frameworks Rounded Members E Flat-Sided 11�q—:; <2.5 D�qT>2.5 Members (D qz 55.3) (D qz >S.3) <0.1 2.0 1.2 0.8 0.1 to 0.29 1.8 1.3 0.9 0.3 to 0.7 1.6 1.5 1.1 Notes: 1. Signs with openings comprising 30%or more of the gross area are classified as open signs. 2. The calculation of the design wind forces shall be based on the area of all exposed members and elements projected on a plane normal to the wind direction. Forces shall be assumed to act parallel to the wind direction. 3. The area A f consistent with these force coefficients is the solid area projected normal to the wind direction. 4. Notation: r=: ratio of solid area to gross area; D: diameter of a typical round member, in feet(meters); qz: velocity pressure evaluated at height z above ground in pounds per square foot(N/m2). Main Wind Force Resisting System-Method 2 Ali Heights Figure 6-6(con't) External Pressure Coefficients,C Enclosed,Partially Enclosed BuildingsallS Roofs Wall Pressure Coefficients,C Surface LIB C Use With Windward Wall All values 0.8 qz 0-1 -0.5 Leeward Wall 2 -03 qh �A -0.2 Side Wall All values -0.7 qh Roof Pressure Coefficients,C for use with qh Windward Leeward D'i`r+eind Angle,0(degrees) Angle, (degrees) h/L 10 15 20 25 30 35 45 z60# 10 15 �!n -0.7 -0.5 -0.3 -0.2 -02 0.0* -03 -05 -0.6 Normal 50.25 -0.18 0.0* 0.2 0.3 0.3 0.4 0.4 0.010 to -0.9 -0.7 -0.4 -0.3 -0. -0.2 0.0* -0S -0.5 -0.6 ridge for 0.5 -0.18 -0.18 0.0* 02 0.2 0.3 0.4 0.010 0 z 10° -1.3** -1.0 -0.7 -0.5 -0.3 -0.2 0.0* -0.7 -0b -0.6 >-1.0 -0.18 -0.18 -0.18 0.0* 0.2 0.2 0.3 0.010 Horiz distance from *Value is provided or interpolation Normal windward edge Cp purposes. to 0 to h/2 -0.9 -0.18 ridge for 5 0.5 h/2 to h -0.9,-0.18 **Value can be reduced linearly with area 0<10 h to 2 h -0.5.418 over which it is applicable as follows and >2h -0.3 -0.18 Parallel 0 to h/2 -1 •0.18 Area ft Reduction Facto .3**, r to ridge > 1.0 S 100(9.3 sq m) 1.0 for all 0 =h/2 -0.7,-0.18 200 23.2 m 0.9 1000 92.9 m 0.8 Notes: 1. Plus and minus signs signify pressures acting toward and away from the surfaces,respectively. 2. Linear interpolation is permitted for values ofYB,h!L and 0 other than shown. Interpolation shall only be carried out between values of the same sign. Where no value of the same sign is given,assume 0.0 for interpolation purposes. 3. Where two values of Cp are listed,this indicates that the windward roof slope is subjected to either positive or negative pressures and the roof structure shall be designed for both conditions. Interpolation for intermediate ratios of h/L in this case shall only be carried out between C values of like sign. 4. For monoslope roofs,entire roof surface is either a windward or leeward;Ace. 5. For flexible buildings use appropriate Gfas determined by Section 6.5.8. 6. Refer to Figure 6-7 for domes and Figure 6-8 for arched roofs. 7. Notation: B. Horizontal dimension of building,in feet(meter),measured normal to wind direction. L: Horizontal dimension of building,in feet(meter),measured parallel to wind direction. h: Mean roof height in feet(meters),except that eave height shall be used for 0:5 10 degrees. z: Height above ground,in feet(meters). G: Gust effect factor. gqpgi,: Velocity pressure,in pounds per square foot(N/m),evaluated at respective height. 8: Angle of plane of roof from horizontal,in degrees. 8. For mansard roofs,the top horizontal surface and leeward inclined surface shall be treated as leeward surfaces from the table. 9. Except for MWFRS's at the roof consisting of moment resisting frames,the total horizontal shear shall not be less than that determined by neglecting wind forces on roof surfaces. #For roof slopes greater than 80%use C =0.8 Minimum Design Loads for Buildings and Other Structures 49 Main Wind Force Resisting System-Method 1 h:5 60 ft. . Figure 6-2(cout'd) Design Wind Pressures Enclosed Buildings Walls & Roofs Simplified Design Wind Pressure,pwo(pst) (Exposure a at h=30 ft,Kg=1.0,with l-1.0) Zones Basic Wind Roof Horizontal Pressure; Vertical Pressures Overhangs Sped Angle (mph) (degrees) .9 A B C D E F G H EOM GOH Q to 51 1 24.7 -12.9 16.4 -7.6 -29.7 -16.8 20.7 -13.1 111.7 -32.7 10° 1 28.0 -11.6 18.6 -6.7 -28.7 -182 -20.7 -14.0 -41.7 -32.7 150 1 31.1 -10.3 20.7 -5.9 29.7 -19.4 -20.7 -14.9 -41.7 -32.7 1.25 20° 1 34.3 -9.0 22.9 -5.0 -29.7 -20.7 -20.7 -15.7 -41.7 -32.7 25° 1 31.0 5.0 22.5 5.1 -13.8 -18.8 -10.0 -15.1 -25.7 -21.9 2 ----- - -52 -10.2 -1.4 -6.5 ---- - 30 to 45 1 27.9 19.1 22.1 152 2.2 -16.9 0.8 -14.5 9.8 -112 21 27.9 19.1 22.1 152 1 10.7 -8.4 9.3 .6.0 1 -9.8 -112 0 to 5° 1 26.8 -13.9 17.8 -82 -32.2 -18.3 -22.4 -142 -45.1 -35.3 10° 1 30.2 -12.5 20.1 -7.3 -322 -19.7 -22.4 -15.1 -45.1 -35.3 15° 1 33.7 -11.2 22.4 -6.4 -322 -21.0 -22.4 -16.1 -45.1 -35.3 130 200 1 37.1 -9.8 24.7 -5.4 -322 -22.4 -22.4 -17.0 -45.1 -35.3 250 1 33.6 5.4 24.3 5.5 -14.9 -20.4 -10.8 -16.4 -27.8 -23.7 2 --- - -5.7 -11.1 -1.5 -7.1 30 to 45 1 30.1 20.6 24.0 16.5 2.3 -18.3 0.8 -15.7 -10.6 -12.1 2 30.1 20.6 24.0 16.5 11.6 -9.0 10.0 -6.4 -10.6 -12.1 0 to 5° 1 1 31.1 -16.1 20.6 -9.6 -37.3 -21.2 -26.0 -16.4 -52.3 -40.9 10° 1 35.1 -14.5 23.3 -8.5 3 . -22.8 -28.0 -17.5 -52. 7.9 15° 1 39.0 -12.9 26.0 -7.4 -37.3 24.4 -26.0 -18.6 -52.3 -40.9 140 20° 1 43.0 -11.4 28.7 -6.3 -37.3 -26.0 70 -19.7 -52.3 -40.9 25° 1 39.0 6.3 28.2 6.4 -17.3 -23.6 -12.5 -19.0 -32.3 -27.5 2° - - ----- -6.6 -12.8 -1.8 -82 30 to 45 1 35.0 23.9 27.8 19.1 2.7 -212 0.9 -18.2 -12.3 -14.0 2 4 35.0 23.9 27.8 19.1 13A -10.5 11.7 -7.5 -12.3 -14.0 0 to 50 1 33.4 -17.3 22.1 -10.3 -40.0 -22.7 -27.9 -17.6 -56.1 -43.9 10° 1 37.7 -15.6 25.0 -9.1 -40.0 -24.5 -27.9 -18.8 -56.1 -43.9 15° 1 41.8 -13.8 27.9 -7.9 -40.0 -26.2 -27.9 -20.0 -56.1 -43.9 145 20° 1 46.1 -122 30.8 -6.8 -40.0 -27.9 27.9 -21.1 -56.1 -43.9 25° 1 41.8 6.8 30.3 6.9 -18.6 -25.3 -13.4 -20.4 -34.8 -29.5 2° -- - - -7.1 -13.7 -1.9 -8.8 30 to 45 1 37.5 25.6 29.8 20.5 2.9 -22.7 1.0 -19.5 -132 -15.0 2 4 .7 25.6 29.8 20.5 14.4 -11.3 12.6 -8.0 -132 -15.0 0 to 50 1 35.7 -18.5 23.7 -11.0 -42.9 -24.4 -29.8 -18.9 -60.0 -47.0 100 1 402 -16.7 26.8 -9.7 42.9 -26.2 -29.8 -20.1 -60.0 -47.0 15° 1 44.8 -14.9 29.8 -8.5 1 -42.9 -28.0 -29.8 -21A -60.0 47.0 150 20° 1 49.4 -13.0 32.9 -7.2 -42.9 -29.8 -29.8 -22.6 -60.0 -47.0 250 1 44.8 72 32.4 7.4 -19.9 -27.1 -14.4 21.8 -37.0 -31.6 2 41 1- -7.5 -14.7 -2.1 -9.4 30 to 45 1 40.1 27.4 31.9 220 3.1 -24.4 1.0 -20.9 -14.1 -16.1 2 4 40.1 27.4 31.9 22.0 1 15.4 -12.0 1 13.4 -8.6 -14.1 -16.1 0 to 5° 1 45.8 -23.8 30.4 -14.1 -55.1 -31.3 -38.3 -24.2 -77.1 -60.4 100 1 51.7 -21 A 34.4 -12.5 -55.1 -33.6 -38.3 -25.8 -77.1 -60.4 150 1 57.6 -19.1 382 -10.9 -55.1 -36.0 -38.3 1 -27.5 -77.1 -60.4 170 20° 1 63.4 -16.7 42.3 -9.3 -55.1 -38.3 -38.3 -29.1 -77.1 -60.4 250 1 57.5 9.3 41.6 9.5 -25.6 -34.8 -18.5 -28.0 -47.6 -40.5 2° -9.7 -16.9 -2.6 -12.1 ------ 30 to 45 1 61.5 35.2 41.0 282 4.0 -31.3 1.3 -26.9 -18.1 -20.7 241 51.5 352 41.0 282 19.8 -15.4 1 172 1 -11.0 -18.1 1 -20.7 Unit Conversions-1.0 ft=03048 m; 1.0 psf =0.0479 Win� Minimum Design Loads for Buildings and Other Structures 39 Velocity Pressure Exposure Coefficients,Kh and KZ • Table 6-3 Height above Exposure(Note 1) ground level,z B C D ft (m) Case 1 Case 2 Cases 1 &2 Cases 1&2 0-15 0-4.6 0.70 0.57 0.85 1.03 20 6.1 0.70 0.62 0.90 1.08 25 7.6 0.70 0.66 0.94 1.12 30 9.1 0.70 0.70 0.98 1.16 40 12.2 0.76 0.76 1.04 1.22 50 15.2 0.81 0.81 1.09 1.27 60 18 0.85 0.85 1.13 1.31 70 21.3 0.89 0.89 1.17 1.34 80 24.4 0.93 0.93 1.21 1.38 90 27.4 0.96 0.96 1.24 1.40 100 30.5 0.99 0.99 1.26 1.43 120 36.6 1.04 1.04 1.31 1.48 140 42.7 1.09 1.09 1.36 1.52 160 48.8 1.13 1.13 1.39 1.55 180 54.9 1.17 1.17 1.43 1.58 200 61.0 1.20 1.20 1.46 1.61 250 76.2 1.28 1.28 1.53 1.68 300 91.4 1.35 1.35 1.59 1.73 350 106.7 1.41 1.41 1.64 1.78 400 1219 1.47 1.47 1.69 1.82 450 (137.2) 1.52 1.52 1.73 1.86 500 152.4) 1.56 1.56 1.77 1.89 Notes: 1. Case 1: a. All components and cladding. b. Main wind force resisting system in low-rise buildings designed using Figure 6-10. Case 2: a. All main wind force resisting systems in buildings except those in low-rise buildings designed using Figure 6-10. b. All main wind force resisting systems in other structures. 2. The velocity pressure exposure coefficient KZ may be determined from the following formula: For 15 ft.5z5zg For z<15& Kz=2.01 (z/77)26 Kz=2.01 (15/zg)y Note: z shall not be taken less than 30 feet for Case 1 in exposure B. 3. a and zg are tabulated in Table 6-2. 4. Linear interpolation for intermediate values of height z is acceptable. 5. Exposure categories are defined in 6.5.6. Minimum Design Loads for Buildings and Other Structures 79