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DEMO-15-1322 rrZ.- Miami Shores Village10050 N.E.2nd Avenue NEMiami Shores,FL 3313&0000 Phone: (305)795-2204010 Expiration: 12/08/2015 OR3, Project Address Parcel Number Applicant 1236 NE 93 Street 1132050270180 Miami Shores, FL 33138- Block: Lot: BRIAN&MARILYN WONG Owner Information Address Phone Cell BRIAN&MARILYN WONG 1236 NE 93 Street (305)442-8884 MIAMI SHORES FL 33138- 1236 NE 93 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 300.00 NELMAR PLUMBING INC (305)261-3942 Total Scl Feet: 00 Type of Demo:Plumbing Available Inspections: Additional Info: Inspection Type: Classification:Residential Top Out Scanning:3 Final Review Plumbing Underground Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# PL-6-15-55797 CCF $0.00 DBPR Fee $2.00 06/02/2015 Credit Card $50.00 $65.60 DBPR Fee $0.00 06/11/2015 Credit Card $65.60 $0.00 DCA Fee $0.00 DCA Fee $2.00 Education Surcharge $0.20 Education Surcharge $0.20 Permit Fee $0.00 Permit Fee $100.00 Scanning Fee $0.00 Scanning Fee $9.00 Technology Fee $0.80 Technology Fee $0.80 Total: $115.60 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,R ING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informa on is c t at all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-n m o to he work stated. June 11, 2015 Authorized Signature:Owner / Applicant ctor A Date June 11,2015 1 i \ \ W `SNORES y Miami Shores Village 3� 10050 N.E.2nd Avenue NE \\ ' lbgk� •• ""'" Miami Shores,FL 33138-0000 , • Phone: (305)7952204 Nra. fioxmp 4 K Expiration: 12/08/2015 Project Address Parcel Number Applicant 1236 NE 93 Street 1132050270180 BRIAN&MARILYN WONG Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell BRIAN&MARILYN WONG 1236 NE 93 Street (305)442-8884 MIAMI SHORES FL 33138- 1236 NE 93 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 300.00 NELMAR PLUMBING INC (305)261-3942 Total Sq Feet: 00 Type of Demo:Plumbing Available Inspections: Additional Info: Inspection Type: Classification:Residential Top Out Scanning:3 Final Review Plumbing Underground Fees Due Amount Pay Y Y Date Pa Type Amt Paid Amt Due CCF $0.60 Invoice# PL-6-15-55797 CCF $0.00 DBPR Fee $2.00 06/02/2015 Credit Card $50.00 $65.60 DBPR Fee $0.00 06/11/2015 Credit Card $65.60 $0.00 DCA Fee $0.00 DCA Fee $2.00 Education Surcharge $0.20 Education Surcharge $0.20 Permit Fee $0.00 Permit Fee $100.00 Scanning Fee $0.00 Scanning Fee $9.00 Technology Fee $0.80 Technology Fee $0.80 Total: $115.60 Building Department Copy June 11,2015 2 gan e`/t/6i F�ECEIVED Miami Shores Village JUN 022015 Building Department s 10050 N.E.2nd Avenue,Miami Shores,f lorida 33135 Tel:(305)795-2204 Fax:(305)756 8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FB[ 7n lio BUILDING Master Permit No fS717-77 PERMIT APPLICATION Sub Permit Nof l ) 2-21 ❑BUILDING ❑FI FCTRIC ❑ ROOFING ❑ REVISION E3EXTEPI$IOK ❑REPIEWAL r PLUMBING ❑MECHANICALPUBLIC WORKS CHANGE OF C7 ❑ ❑CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 236 NE 93RD STREET City: Miami Shores __ County Miami Dade zip: 3 Folio/Parcel#: rQZ7– alg0 Is the Building Historically Designated:Yrs N0 Occupancy Type:filp(CY Load: _Construction Type: __Flood Lone:— RfF:_ _rFF: OWNER:Name(Fee Simple Titleholder):_.&1:W t � y f�phq Phonetr:_�� Address: 23 6 3 "f. "fir � ��-y��E 9 s City: //[i�Ltr X401.0 State: — ------- ._ —zip: 3�3� .. Tenant/lessee Name: Finail: ^-- — — E� W��}2 e� �j CONTRACTOR:Company Name:., 'J /N_�_phuneih /Gr'��` YL Address: __ _– S` ✓C City: Sta e: Zip. _ Qualifier Name: QIe�c , L- Phone#: Stdte Certification or Registration n: Certificate of Competency n: CG Q 900o DESIGNER:Architect/Fngiueer: _. / Phni)04: ^ Address:__ State: .Zp: Value of Work for this Permit:$ .__ 00 _ __Square/Linear Footage of Work:__ Type of Work: ❑ Addition ❑ Alteration ❑ Ne+ ❑ Repair Replace yuenwiitiun Description of Work: (� C Specify color of color thru tile: Submittal fee$_ . -_Permit Fee$ �W CO/CC$ Scanning Fee$ Radon Fee$ Z• PR$ (lotary$ i Technology Fee$ 0,_0`Training/Education Fee$ r _.Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$C GO 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 suc os ted notice, the inspection will not be ed and nspection fee will be charged. Signature Signature OWNER or AGEKdged CONTR� The foregoing instrument was acknowlbefore me this The foregoing instrument^w,�as ackno dged efore me this day of � 20�—,by Z� day of I'`A- 20 by ` J ?� ��. who is per so no n p y to '4iL who is personal) known to c 4E� Y me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUB Sign: Sign: Print: SN.VIA M.OINUN Print: Seal: NOW-PMNs-SM of FWda • COIIIII b"0 FF 197443Seal: „ "' '= RENEO.TDMA My CMIIII.E>ONM Fab 0,2019 MY COMMISSION i FF 186724 SOIMII N/"Not ' EXPIRES:April 25,2019 �Assn ' �R;,,IA �^�d Thr+Notary PubNc UMervrdters ##R##########WWWWW ## # # # # W# ##T*AA W###WWW############W########W# ## ### W #####WWW# APPROVED BY �'�3 I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 000008586 NEL MAR PLUMBING INCO D.B.A.: RODRiGU Z LUIS F= Is certified under the provisions of Chapter 10 of Miami-Dade Co!lniy VALID FOR CONTRACTING LINTIL 09130/20'15 QUALIFYING TRADE(S) 0001 Pi jMBING 0022 ^?EDICAL GAS INSTALLATION MEMO STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION UCONSTRUCTION INDUSTRY LICENSING BOARD RF0038206 J The PLUMBING CONTRACTOR y Named below HAS REGISTERED ❑� , Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2015 (INDIVIDUAL MUST MEET ALL LOCAL LICENSING REQUIREMENTS PRIOR TO CONTRACTING IN ANY AREA) RODRIGUEZ, LUIS F NELMAR PLUMBING INC 4954 SW 75TH AVE a"` MIAMI FL 33155-4439 RICK SCOTT ISSUED: 08/21/2013 SEQ# L1308210001436 KEN LAWSON GOVERNOR DISPLAY AS REQUIRED BY LAW SECRETARY Municipal Contractor's Tax Receipt Miami--Dade County, State of FloridaMC -THIS IS NOT A BILL-07 NOT FAY CC N0: 000008586 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES NELOAR PLUNBNNG INC NEW BUSINESS 4954 SyN;5 AVE 7455874 SEPTEMBER 309 2015 NIIAM11,FL 33155 Must be displayed at place of business Pursuant to County Code Chapter SA—Art.9&10 OWNER TYPE OF BUSINESS NFL v Ab:PLL':'v`3ii.'G ;C PL 5't4':NG C^.•i`cTRACiCIR PAYMENT RECEIVED BY TAX COLLECTOR 200.00 10/02/2014 029-15-000048 MML MIAMtDADE - v .r For more mformatien,watttvwt_vmlamldade.gov?taxcollectol Local Business Tax Receipt Miami-Dade County, State of Florida F;1) LBT 265140 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES NELMAR PLUMBING INC RENES^.AL SEPTEMBER 30, 2015 4954 SW 75 AVE 2135140 11ti,,t be displayed at place of busincc-s MIAMI,FL 33155 Pursuant to County=Cade Chaptar RA—Art.9&10 OWNERSEC.TYPE OF BUSINESS PAYMENT RECEIVED NELMAR PLUt,1BIN4G INC 1913 PLUt;1BING BY TAX COLLECTOR CONTR.ACTCR 137.50 1010212014 Workers) 20 000003586 0229-15-000048 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 holders gnalifications,to do business.Holder must comply with any goveuunental or nongovernmental regulatory laws and reyuireoteucs which apply to the business. The RECEIPT N0,above must he displayed on all commercial vehicles-Miami-Dade Code Sec 6a-276. MIAMroaDMill e For more information,visitwww.miamidade.govltaxcollector F Jun 02 15 03: 26p _ _ P. 1 71'14ED,subjecttO YYY) ,�►coR CERTIFICATE OF LIABILITY INSURANCE 5 THIS CERTIFICATE pOES NIOSUED AS A T AFFIRMATIVELY OR NEGAT ELY A END, EXTEND OR ALTER TION ONLY AND ,S NO NFEii� IHE COVERAGE AFFORDED BGHTS CEI PO ICI EIS CERTIFTT R OF INFORM �k ICATE BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER( AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed.fif SUBROGATION IS Wect tothe terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not cto the certificate holder in lieu of such endorsement(&). Sarai Medina PRODUCER NAME:, 691-4381 Emmanuel Insurance&Associates,Inc. acoN o E:t: (305)693-0003 ac No: (305) E-MAIL sarai@emmanuelinsurance.com 2370 E 8TH AVE ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC M FL 33013-4236 Preferred Contractors Ins.Co. 12497 HIALEAH INSURER A: I 13683 INsuRED INSURER 13: Ascendant Commercial lnsuranee,Inc INSURER C: — NELMAR PLUMBING,INC. INSURER D'. 4954 SW 75 AVE INSURER E: MIAMI FL 33155 INSURER F COVERAGES CERTIFICATE NUMBER: ON NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSUREEDD 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. TYPE OF INSURANCE POLICY NUMBER MMIt]D/YYTY MMYDDr LIMifS I LTR OF 1,000,D00.00 GENERAL LIABILITY I I �RELMISCES URRENCE $ COMMERCIAL GENERAL LIABILnY �ERa $ 50,000.000 00 CLAIMS MADE OCCUR MED EXP(Any one person) $ S,000.00 A Y I PCA85713-04 04/27/2015 04/27/2016 PERSONAL&ADV INJURY S 1,000,000.00 GENERAL AGGREGATE S 2,OOD,000.00 GEN'LAGGREGATE LIMn'APPLIES PER: I PRODUCTS-COMP/OPAGG $ 2,000,000.00 POLICY F PRO- LOC $ IN AUTOMOBILE LIABILITY LI $ Ea accident ANY AUTO BODILY INJURY(Per person) S ALL OWNED �� SCHEDULED I BODILY INJURY(Peraaident) $ AUTOS NON OWNED PR OAMAG $ HIRED AUTOS AUTOS I I ( Peraccider4) $ UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED RETENTIONS WORKERS COMPENSATION ; INC STATU- O H- T I AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE YQ NIA WC-66394-0 11/27/2014 11/27/2015 E.L.EACH ACCIDENT S B OFF ICER/MEMBER EXCLUDED? 1,OOD,000.00 (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If describe under 1,000,000.00 DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY Umrr 5 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 107,AddWonal Remarks Schedule.RMOre space b required) Commercial&Residential Plumbing. Any Changes or alterations Done to this document after being issued shall constitute it null and void. CERTIFICATE HOLDER CANCELLATION Miami Shores Village 10050 N E 2nd Ave SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED R,EAPRES,ENTAMVE �Qi2QG/ZrLQLyuLCL 0 1988-2010 ACORD CORPORATION.All rights reserved ACORD 26(2010/05) The ACORD name and logo are registered marks of ACORD .. . . . .. ... .. .. . . . . . ... .. ROGER CI-IAVARRIA. P.E Consulting Engineer& Planner. Ph: 305-229-3874 175 Fontainebleau Blvd. Ste.2G-5 Email : restructure,cv.aol.com Miami,FL.33172 April 21, 2015. STRUCTURAL CALCULATION Project name: Wood Floor Joists for Residence at : 1236 N.E. 93th. St. Miami shores, FL. y CONTEND : 1- Floor Joists : a) 2"x10" @ 12" ox. for the Master bedroom. b) 2"x10"@16" ox. for the Bedroom #2 2-Wood Ledgers : L-1 for the Master Bedroom & L-2 for the Bedroom #2 3- Florida State approval for Joist Hanger. ``` �►Illllff,f' C N ,9 * , o, 0 , x. 2 e Ch aaia. civil D to : ��►'�J�. fffflllll �� t WOOD JOISTS DESIGN : 2"X10"@12"O.C. ROGER CHAVARRIA. P.E. Location : Master Bedroom Consulting Engineer. Fla. Lic. #50712 Span, 1.= 15 ft DL= 10 psf 780 Tamiami Canal Rd. Miami, FL. 33144 Spacing. s= 12 in SDL = 15 psf Ph =305-229-3874 LL = 40 psf Joist Size : 2x10 Total = 65 psf Date : 4/20/2015 nominal width - 1.5 in Project : 1236 N.E.93TH. St. Miami Shores FI. nominal depth = 9.25 in A= 13.88 Codes : NDS 2005 FBC, 2010 Compute Section properties : Datas : Wood : Southern Pine#2 Ixx= 98.9 in14 Sxx= 21.4 in13 Line load = s/12 x (DL.+SDL+LL) = 65.00 plf Applied Moment = wl"2/8= 1828.1 ft-lb max. shear= 487.5 lbs Structural Select No. 2 G=.55 Southern Pine fb = 12*M/S = 1025.6 psi Allowable = 1210 psi Repetitive Fvh = 1.5V/A= 52.7 psi Allowable = 90 psi Dead load Deflection = 0.08 Modulus, E = 1400 ksi SDL deflection = 0.12 LL deflection = 0.33 Total deflection = 0.53 50% LL+DLs= 0.37 ' Deflection •••••• Allow Deflection L/360= 0.50 Max. Allowable Moment= 2.156.9 ft-Ib •��• Max. Stress Ratio = 0.85 1 OK 00 0 N WOOD JOISTS DESIGN : 2"X10" @16" O.C. ROGER CHAVARRIA. P.E. Location : Bedroom #2 Consulting Engineer . Fla. Lic. #50712 Span. L = 11.67 ft DL.= 10 psf 780 Tamiami Canal Rd. Miami, FL. 33144 Spacing, s= 16 in SDL= 15 psf Ph =305-229-3874 LL = 40 psf Joist Size : 2x10 Total = 65 psf Date : 4/20/2015 nominal width = 1.5 in Project : 1236 N.E.93TH. St. Miami Shores Fl. nominal depth = 9.25 in A = 13.88 Codes : NDS 2005 FBC. 2010 Compute Section properties : Datas : Wood : Southern Pine#2 Ixx= 98.9 in^4 Sxx= 21.4 in"4 Line load = s/12 x (DL+SDL+LL) = 86.67 plf Applied Moment=wl^2/8 = 1475.4 ft-Ib max. shear= 505.7 lbs Structural Select No. 2 G=.55 Southern Pine fb = 12*M/S = 827.7 psi Allowable = 1210 psi Repetitive Fvh = 1.5V/A= 54.7 psi Allowable = 90 psi Dead load Deflection = 0.04 Modulus, E = 1400 ksi SDL deflection = 0.06 LL deflection = 0.16 • Total deflection = 0.26 50% LL4-DLs= 0.18 • Deflection •••••• Allow Deflection L/360 = 0.39 •••••• Max. Allowable Moment= 2156.9 ft-Ib •••••• Max. Stress Ratio = 0.684 1 OK ...... .. . . . .. ... .. . ... . . . . .. . ROGER CHAVARRIA.P.E. WOOD LEDGER DESIGN as per FBC Loa_ d�C m=binations and Fi.Registerea engineer uc.x50712 and N.D.S. Equations : 4/2112015 780 Tamiami Canal Rd Project Name : Martinez's Addition Miami.FL.33144 Ph 305-229-3874 Project Number: 1236 N.E.93th-Ave.Miami Shores,FL. Ledger designation: L-1 (for the Master Bedroom) Load Duration Factors ,Cd Dead Load= 188 plf Cd Dead load=0.9 Live Load= 300 plf Cd Live Load= 1.0 Wind Downdraft= 0 plf Cd Wind= 1.33 Wind Uplift= 0 plf Diaphragm Shear= 100 pif Water Ponding= 5 plf Notenegative sign denotes upwards load direction Angle V rt. Horiz. Resultant to Grain Case 1 D+L 508.9 n/a 508.9 90.0 Case 2 0.6D+W„F 112.8 n/a 112.8 90.0 Case 3 0.6D+W„,+UV, 112.8 75.2 135.6 56.3 Case 4 D+Wa+Wv 208.9 75.2 222,0 70.2 Case 5 D+W�+Water 212.6 75.2 225.5 70.5 Case 6 D+0.75(L+W,,u) 433.9 75.0 440.3 80.2 Note Above I-oads are adjus,ed by ioad duration factors(Cd)per NDS Wood Information: Southern Pine Conc.Information: G=0.55 F'c= 3000 Bolt Diameter=0.625 Bolt Embd.= 4.125 Fe parallel=6160 Fyb= 45000 Fe Perpendicular= 3243 Tm= 8 Fem= 6500 Nominal Ledger Size: Ts=Width=3 Depth=9.25 Parallel Perendicular Re= 1.06 2.00 Rt= 2.67 2.67 K1 = 0.93 1.57 K2= 1.05 1.51 K3= 1.12 0.95 Perpendicular Parallel to Grain: to Grain: K theta= 1.00 K theta= 1.25 NDS Eq 8.2-2 2888 NDS Eq 8.2-2 1216 NDS Eq 8.2-3 2983 NDS Eq 8.2-3 2126 NDS Eq 8.2-4 3429 NDS Eq 8.2-4 2447 NDS Eq 8.2-5 1400 NDS Eq 8.2-5 722 NDS Eq 8.2-6 1189 NDS Eq 8.2-6 787 Parallel Z= 1189 Perpendicular Z= 722 Try Bolt Spacing= 16 Vertical Horiz. Z Value Ledger Bolt Load Bolt Load Interaction Shear Case 1: 678.5 0 0.939 79.8 psi Case 2: 150.4 0 0.208 17.7 psi Case 3: 150.4 100.3 0.347 17.7 psi Case 4: 278.5 100.3 0.524 32.8 psi _ Case 5: 283.5 100.3 0.531 33.4 psi Case 6: 578.5 100.0 0.939 68.1 psi The above combinations rnciude load duration factors,ar;d therefore.interaction values shall not be-nureased beyond 1.00 .. . . . .. ... .. SA ROGER CHAVARRIA.P.E. _woOD LEDrER DESiCzN as nor FEiC �� d:_ rnbi (_�ns arr�_ F,Registered Engineer Lic#50712 and N.D.S. Equations 4,121/2015 780 Tamiami Canal Rd, Project Name Martinez's Addition Miami,FL.33144 Ph.305-229-3874 Project Number: 1236 N.E.93th.Ave.Miami Shores,FL Ledger designation: L-2 (for the Bedroom #2) _ Load Duration Factors ,Cd Dead Load= 194 pif Cd Dead load=0.9 Live Load= 310 plf Cd Live Load= 1.0 Wind Downdraft= 0 plf Cd Wind= 1.33 Wind Uplift= 0 plf Diaphragm Shear= 100 plf Water Ponding= 5 plf Noienegative sign denotes upwards load direction Angle Vert. Horiz. Resultant to Grain Case 1 D+L 525.6 nla 525.6 90.0 Case 2 0.6D+W,,,, 116.4 n/a 116.4 90.0 Case 3 0.6D+WP+W 116.4 75.2 138.6 57.1 Case 4 D+Wo+Wv 215.6 75.2 223.3 70.8 Case 5 D+Wo+Water 219.3 75.2 234.8 71.1 Case 6 D+0.75(L+W„p) 448.1 75.0 454.3 80.5 Note Above Loads are adjusted by load duration,factors(Cd)per NDS. Wood Information: Southern Pine Conc. Information. G=0.55 F'c= 3000 Bolt Diameter=0.625 Bolt Embd.= 4.125 Fe parallel= 6160 Fyb= 45000 Fe Perpendicular= 3243 Tm= 8 Fern= 6500 Nominal Ledger Size: Ts=Width= 3 Depth=9.25 Parallel Parendicular Re= 1.06 2.00 Rt= 2.67 267 K1 = 0.93 1.57 K2= 1.05 1.51 K3= 1.12 0.95 Perpendicular Parallel to Grain: to Grain: K theta= 1.00 K theta= 1.25 NGS Eq 8.2-2 2888 NCS Eq 8.2-2 1216 NDS Eq 8.2-3 2983 NDS Eq 8.2-3 2120 NDS Eq 8.2-4 3429 NDS Eq 8.2-4 2447 NDS Eq 8.2-5 1400 NDS Eq 8.2-5 722 NDS Eq 8.2-6 1189 NDS Eq 8.2-6 787 Parallel Z= 1189 Perpendicular Z= 722 Try Bolt Spacing= 15 Vertical Horiz. Z Value Ledger Bolt Load Bolt Load Interaction Shear Case 1: 656.9 0 0.909 77.3 psi Case 2: 145.5 0 0.201 17.1 psi Case 3: 145.5 94.0 0.332 17.1 psi Case 4: 269.4 94.0 0.503 31.7 psi _ Case 5: 274.1 94.0 0.510 32.3 psi Case 6: 560.1 93.8 0.905 65.9 psi The above combinations,.ndude load duration factors.,and therefore.Interaction values shall not be increased beyond 1 00