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RC-09-1889Inspection Number: INSP- 150668 Scheduled Inspection Date: September 07, 2010 Inspector: Bruhn, Norman Owner: CLERGE, SABRINA Job Address: 401 NE 103 Street Miami Shores, FL 33138 -2456 Project: <NONE> Contractor: CHARLES CULPEPPER Building Department Comments Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 129309. NOTE: PLEASE SEE THAT NO MECHANICAL WORK DONE. MECHANICAL PERMIT CANCELLED. Provide mechanical permit for hood vent et KITCHEN REMODEL, MASTER BATHROOM REMODEL September 03, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: RC -11 -09 -1889 Permit Type: Residential Construction Inspection Type: Final Work Classification: Repair Phone Number Parcel Number 1122310150130 Phone: 305 - 759 -8255 Page 27 of 35 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING. Owner's Name (Fee Simple Titleholder) t SASRI I Pr CLt=aE Phone # G117- n7- 62174 Owner's Address L () 1 NE_ j 03 r Q S+ City fit gplI S heES State FL. Zip 313 " Tenant/Lessee Name Phone # Email SAri act 94 (11 Qe y at'10/f . taxn Job Address (where the work is being done) City Miami Shores Village County Miami -Dade FOLIO /PARCEL# I I — 2 M -' 01' ,— 0 00 Is Building Historically Designated YES NO 'V Contractor's Company Name Cl . tr 1 A' cn'a in Phone # 205- 4q1 o 6 1 Contractor's Address 2() 1 f ri edif EA , r) ‘K- 1 L n b -V 7 Cit M f An i State F L ip 3`3)31 Qualifier Name t ale IJ g Phone # 30 6 - /- QY 4'7 State Certificate or Registration No. Certificate of Competency No, 'Contact Phone Architect/Engineer's Name (if applicable) Submittal Fee $ Notary $ Scanning $° E -mail § ['Alteration Permit Fee $ Double Fee $ Violation date: Structural Review. $ Miami Shores Village 1, 2 MERVI Building Departmen ") 2010r 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 13Y: Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Ltn 1 N 103 Master Permit Zip Flood Zone 14t, 205 - -75 - 07932- ['New Repair/Replace Tietnolition Value of Work For this Permit $ Type of Work: ['Addition Describe Work: V I rSl (}� ° c s kY 'P YrY117 Qpl �- 'New K it vier 'i iv ki-i Square / Linear Footage 9f Work: * * * * * * * * * * * * * * *** ** ** * * * * ** * * **** ** * ** Fee * * * * * * * * *** * * * * * * ** * * ** * *** * ** CCF $ CO /CC ;$ Training/Education Fee $ Technology Fee $ Radon $ DPBR $ Bond $ Total Fee Now Due $ $4 Se Reverse side - 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. Signature 41;12 /// Owner or Agent The foregoing instrument was acknowledged before me this �^ (? .., r (� J�� day of 'I'x" ' , 20 t� by nkki � i;1 ALA ,b d ID who is personally known to me or has produced •- 9 As identification . lce an oath. day of , 20 1.0 by c�� rsaAN • who is personally known to me or who has produce -- NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) Signature Contractor The foregoing instrument was acknowledged before me this ' s MS ao• = CM : Print "- c p ; t x - a° 444 Z My Commission> * * * *,r,** ** ** ** * * ** * * *, i *** ** *** ************************* * * *** * * ** ***** ***** * * * * * * ** * �? i�FfP�Eh'It ? * *** * * * * * * *** i Oa CP4..YrO Plans Examiner Engineer as identification and who did take an oath. NOTARY PUBLIC: Sign: 001 i Zoning Clerk checked BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): : uilding Cit Mi Atli Sho r'tc Tenant/Lessee Name Miami Shores Village Building Department >0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 state FL RECEIVED Roofing Ni 1 Owner's Name (Fee Simple Titleholder) SAiiiklior C LER6E; Phone # 117- St 7 - 62111 Owner's Address Pt 14E 1034 54- Zip 3313f Phone # Job Address (where the work is being done) 401 N E 10Zrd S� City Miami Shores Village County Miami -Dade FOLIO / PARCEL # -► 22,31- 01C- 0130 Is Building Historically Designated YES NO X Contractor's Company Name Cul power Li. Asso euvrec.s Phone # Contractor's Address $Q 1 94 City Sta e_F(,.. Qualifier Name �//''/�, J J)/ ✓ lone # 3Q5 - 44 i - 0q 6 7 1 . Certificate of Competency No. c 9 pc)-- State Certificate or Registration No. ra."ic - i . 91:,38 'e;aQd 13 Value of l►r Far thi�art,}t�,, Permit No. (-ijo q — J . . Viaster Permit No. Zip Phone # 33138 305 - 491- .aa6i Zip 33131 A/14- Square / Linear Footage Of Work: Type of Work: Addition OAlteration ONew �epair/Replace Describe Work: 1:1 p t1 42P. � sT'Ee' "tW kt 1 ** ***** o �** * * * * ** ** * *** ****** *** ** ** ees ************* *** *** ******* ** **** *** * *** ***** Submittal Fee $5 • Permit Fee $ CCF $ 1 it CO/CC Notary $ Training/Education Fee $ ) ' 0 Technology Fee $ ,� Demolition Scanning $ 3 . l3 0 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ o ' See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address >Aarit4 City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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, POOL$ FURNACES,=.BOTLERS HEATERS, TANKS. and JR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work wiWbe done with all applicable laws regulating construction and zoning. a "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 l •brochure:wilb b4 delivered to the person whose property is subject to attachment. Also, a certified copy of tie 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 NOT Sign: Print: (Revised 07/10/07) Owner or Agent The foregoing inst rum w d bee 91 , day � �i v' , 20 ent U � , as by acknowle 8 a hri ged ✓1 cry fore m� this `e y who is personally known to me or who has produae ntification and NAZo*i.gfeRiftp My Commission Expires: - 7 / d Ao APPLICATION APPROVED BY: • 1 lllll 111 \ Y 6erlielfe; • es 0 • • \S Sign: Zip Contractor The foregoing ins ent was acknowledged before ' me this / g� day of d e--200$3, by (✓� 0 Kt) C uj 0/e ` who is personally known to me or who has produced NOT Print: MONICA MERINO • Notary Public - State of Florida my C m. Expires Oct 2, 2013 C y lesion # 00 806670 o>4tc -el:� My Commission Expires: 0G„ tdd ` ath. Plans Examiner Engineer Zoning 4 • • Please read and initial each paragraph. VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: 9+13111 14 A CLEQ 6 . DATE: !I J 12/01 ADDRESS: 41) 1 N L ba S4 }1j A 111 Chafes P1 331ag Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. 1. I hold title to the above property and I am planning on doing this construction Initial 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. initial •:? 6. I understand that if I compengate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial 4 Was acknowledged before me this S / day of , 20 0 c! By c.S (t / ✓Iyi (� eye r P � who was personally known to me or who has Produced there License or as identification. • • NOTARY 1 F � % •' �XP i r�s s 0 1/01 /101 0 • NO TARY PUB LIC Commiss i • ���f. DDS6991 '� sp F • • • • • • • .. • • • • • ... • {r.IIv Iv a Shores V'i- APPROVED BY DATE ZONING DEPT BLDG DEPT i SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REG'ULATiCNS • • • • • • • .. • • • • • ... • 011 COW MEIEW, 0 0 000 • • • • • • • • •• • • • •• •0* •• • N ••• •0 •0, • • • • • • • • 0 • • • • • • • • • • • • • • • • • •• •• • • • • • • • 24" 18" 724' • • • • • • • • 0' • • • • • • • • • • ; • • • • • • • • 0,00 • • • • : • • ••• • • • • • • • • • • • • • • • 1-- 33" 74 1O5" All dimensions _size designations given are subject to verification onjob site and adjustment to fitjob conditions. This is an original design and must not be released or copied tmless applicable fee has been paid orjob order placed. Designed 11/10/20 Printed: 11/10/2001 viNy Roo ts a Rooti 1 M ksTE? ZeD gcl h CL-65 1$ IA/t'it L i Rood RALC.Dt4y/ i - gT10 •. • . . •• • • .. .• •... • • . 1 ...• • • BATH • • • . • • • • • • QA-RtrcE BEDRooM •• • • • .. . . •• •• ee • • ••• • • •••• • • • • • • • .•. • • • •• • • •• • • • • • •• •• 0 0 0 • • • • .. .. . . .. 0 0 • • • • • • .. • • 000. • • 0000 • • • .. 110 • • 00 • • .. • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:. (305) 795.2204 Fax: (305) 756.8972 BUILDING RECEIVE Permit No. -- Id — vq PERMIT APPLICATIO i; ` V i Master Permit No. Q C — I \ - 0 CI 8t 1 FBC 2004 3 Q� Owner's Address 11 Afe r©3' J1 Cit Mom; .S1aore State FL Tenant/Lessee Name E -MAIL: sahvo'iWQ i F I ?alum uirm Job Address (where the work is being done) 0 1 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) 5'ptBL 11f III Cip..4241 Phone # 917- sal -5 Zip 3313 Phone # Zip 33 1 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # It ■ 2231 - 0 % - 013D Is Building Historically Designated YES Contractor's Company Name l..I,l fe Y L1. DSO C cJ 5 Phone # 305 - ttq I eQ b 7 Contractor's Address go 1 13ri c 11 1 airy _Df K. Lo City h I ar0 State FL /� Zip 3313 ) Qualifier Name , . - - el -u ��(' -1 , v Phone # O 5 A L Ci or R- : istratio No. / in/5- 6= 0967 c / State Certifica Certificate of Competency No. _ n, l L , _ �� � E -MAIL: Architect/E Value of Type of Work: ['Addition Describe Work: *, , , * * * ****** * * * * * ******* ** * *** Fees * * * * * * * * ** * * * *** * * *** ** **** **** **** * * *** * ** Submittal Fee $ Notary $ Alteration Permit Fee $ ['New Training/Education Fee $ Scanning $ Radon $ DPBR $ Structural Review. $ Phone # ❑ Repair/Replace Total Fee Now Due $ 4/0 Square / Linear Footage Of Work: ❑ Demolition CCF $ CO /CC Technology Fee $ Zoning $ Bond $ Code Enforcement $ Double Fee $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address Y f City State Zip Mortgage Lender's Name (if applicable) 1 k - 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 CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that ajl 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 • JECORDING- , X,OUR , > . NOTICE OF COMMENCEMENT." Owner or Agent The foregoing instrument was acknowledged before me this I 1 day of , 2009, by Y'; f10. C.'\°2r,s2°' , who is personally known to me or who has produced — cation and who 4icbtal€m »oath. APPLICATION APPROVED B (Revised 02/08/06) 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 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 Contractor The foregoing instrument was acknowledged before me this(e • day of i W , 20M, by who is personally known to me or who has produced an oath. " MONICA MERINO Mary r Public - State of Florida Comm. s Oct 2, 2013 # OD 906670 Beth F 00 ;" 01102120 Sign: Print: , . �: S s_�C.ommissioo ' 13 �� ' -., sj:••..' +,05699 • .� �p .� My Commission Expires: o � \‘ `� ********* ** * *** * * * * ** * ** ** *,t�Y*****�Y -, :,�/4 mi to' Fytr *Y*aY*aY, t*rk*& aYaC*& aY**, riraF*dr****& ***ak****& aY*aCaY*nk & * ** My Commission Expires: 9c,-- G „, ( 0, 1 -0/ 3 Plans Examiner Engineer Zoning 0 h ollowing pages were originally attached to plans. with the followin 115 permit # DATE: PROJECT: January 27, 2010 "New Wood Framing" ADDRESS: 401 NW 103 ST. Miami Shores, Fl. DESIGN BY: A.G. MILTON CUBAS, P.E., INC. 1302 N.E. 125th Street — North Miami — Florida 33161 Phone (305) 891 -4174 Fax (305) 891 -4175 E -mail: miltoncubas@msn.com COVER SHEET PAGE This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru 6. Computations were performed to the best of our knowledge according to sound and generally accepted engineering principals and Code requirements, using nationally recognized computer software and in -house developed software. Prior to commissioning into service, the in -house developed software was thoroughly checked by performing parallel manual computations. The sign and seal provided herein are meant to cover all computation sheets pages 1 through 6. Iton Cubas Certification Authorization # 27267 F.L Reg. P.E # 51902 S.I. # 6999901 DESCRIPTION Wood Column Design Wood Joist Design NOA 08- 0326.11 NOA 04- 1122.03 NOA 07- 0306.06 MILTON CUBAS, P.E., INC. 1302 N.E. 125th Street — North Miami — Florida 33161 Phone (305) 891 -4174 Fax (305) 891 -4175 E-mail. miltoncubas@msn.com INDEX PAGE u16 PAGE 1 2 3 4 5 1 POST 2 WALL STUD 3 KING STUD Daniel T. Li Engineering Internzatioan€ l INPUT DATA MEMBER TYPE: GEOMETRY DATA HEIGHT UNBRACED LENGTH LOAD DATA DEAD LOAD LIVE LOAD TOTAL PROJECT: CLIENT : JOB NO. : DESIGN CRITERIA; SECTION s'e, z iri ? . pcs, B = H SPECIES 2 SOUTHERN PINE GRADE 10 No. 3 and Stud WET / DRY USE ? 1 h Le x x (H) = Le y-y (B) = !�4 � ft 2. CHECK BENDING LOADS : fp < Fy ? Ibs Ibs 3,375 Ibs LOAD DURATION 'Si CONSTRUCTION LOAD DRY DATE: DESIGN SUMMARY PAGE: DESIGN BY : REVIEW BY : 1. CHECK VERTICAL LOADS : f < Fa ? 275 psi < 401 psi ok 0 psi < 1053 psi ok x 3. CHECK INTERACTION : (f / + 1 fa. Si ? F 1 f., /Fcs. F� 0.472 < 1 ok 4. CHECK SHEAR LOADS : fv < FY ? 0 psi < 219 psi ok 5. DEFLECTION e= 5v/h (384E1) + 2.414? / (Ebd) = 1/2 in ( h/229 ) ANALYSIS COLUMN BASIC DESIGN STRESSES: COMPRESSIVE STRESS F. = 975 psi MODULUS OF ELASTICITY E = 1400 ksl BENDING STRESS (X -Axis) Fb = 850 psi BENDING STRESS (Y -Axis) Fb = 850 psi SHEAR STRESS (X -Axis) F = 175 psi COLUMN PROPERTIES; COLUMN SECTION X -DIr dx = 3.50 in Y -Dir dy = 3.50 in AREA A = 12.25 In SECTION PROPERTIES AbL xx Sx = 7.15 in Ix = 12.51 in Abt yy Sy = 7.15 1n LENGTH -DEPTH RATIO Le x x / dx = 30.9 Ley -y /dy= 30.9 ADJUSTMENT FACTORS: Fbx Fby F. FF E DURATION FACTOR CD 1.25 1.25 1.25 1.25 MOISTURE FACTOR Cm 1.00 1.00 1.00 1.00 1.00 COLUMN PARAMETER c = 0.80 TEMPERATURE FACTOR CI 1.00 1.00 1.00 1.00 1.00 MODULUS OF ELASTICITY E'er = 510 ksi INCISING FACTOR Ci 1.00 1.00 1.00 1.00 ' 1.00 SIZE FACTOR CF 1.00 1.00 1.00 1.00 CRITICAL EULER BUCKUNG VALUES FLAT USE FACTOR Cp, 1.00 FeE = 440 psi COLUMN STABIUTY Cp 0.329 Fe = 1219 psi REPETITIVE MEMBER C 1.00 .::1.00 BEAM STABIUTY CL 1.00 1.00 ADJUSTED PROPERTIES: MODULUS OF ELASTICITY E = 1400 ksi AXIAL STRESS F. = 401 psi BENDING STRESS (X -Axis) Fix = 1053 psi SHEAR STRESS F, = 219 pal BENDING STRESS (Y -Axis) Fb = 1083 pal ACTUAL STRESSES: AXIAI. STRESS f = 275.5 psi SHEAR STRESS 0 psi BENDING STRESSES fp 0.0 psi . LOADS DL = + LL = UL = I- tributary 15.00 psf DL = 15.00 psf 10.00 psf + UPuFr = 0.00 psf 25.00 psf UL = 15.00 psf UL (WL.1.33 REDUCTION) = N/A psf 15.00 ft Wmax = 375.00 #/ WOOD BENDING AND DEFLECTION DEFLECTION L = 18.00 ft Wmax = 375.00 # / ft b= 6.00 in d = 13.50 in . Fb = 1,000.00 psi E = 1.00E +06 psi I = 1,230.19 in (DL +LL)A= 0.72 in DL +LL� /240 —perm 0.90 in, FBC 1610.1 Lmax = 19.39 ft. Allowable for deflection to DL + LL. (LL)A= 0.29 in LL > Aperm 0.60 in, FBC 1610.1 Lmax = 22.99 ft. Allowable for deflection to LL. A S, OK Aperm BENDING Mmax = 15,187.50 # - ft VGRAvITy = S = 182.25 in3 VNET UPLIFT = . S = 182.25 in3 S s, OK S Lmax = 18.00 ft. Allowable for bending .� 1,375.00 # - N/A # - ft v � A � o 4 P - - f 6a. pES1G USE WOOD JOIST (4) 2 "x14" S4S % MAX. Length P eruct Code Gouge 12 NVRT -12 14 16 NVRT - -18 14 18 NVRT -18 14 20 NVRT-20 14 22 NVRT -22 14 24 NVRT -24 14 30 NVRT -30 14 36 NVRT -38 14 48 NVRT -48 14 Length (in) Product Code Gauge 12 NVRT -12 14 16 NVRT -18 14 18 NVRT - -18 14 20 NVRT -20 14 22 NVRT - -22 14 24 NVRT -24 14 30 NVRT -30 14 36 NVRT -38 14 48 NVRT -48 14 No. of 16d nails to Wood Framing No. of }" diameter Tapcons to Concrete Maximum Uplift Load (Ibs) 4 6 722 5 7 858 8 8 991 7 9 1128 16d Fasteners Maximum Up Ift Load (Ibs) TOTAL, ,40. Flat Ties Twisted Ties 8 4 725 724 10 S 881 880 12 8 998 898 14 7 1135 1132 • Notes 1. Specify "F" for Flat and "1" for Twisted when ordering. 2. Fastener values are based on a minimum 14" thick wood members. 3. • Indicates na of noes in each connected wood member. 4. See General Notes, shoot 1. • • • • • • a • • a a TABLE 5 NVRT Flat and Twisted Rafter Ties LENGTH HALF HALF Connected t I wall ►I LENGTH �1• UPLIFT Tie Beam formed with concrete filled masonary or concrete tie beam Notes .�i I edge distance rcement required TABLE 6 NVRT Twisted Rafter Ties to Concrete Tie Beams or Concrete Flied Masonry 1. ITW towns shall be embedded a minimum of 14" Into concrete tiebeam or tiebeam formed with concrete filed masonry. IV toucans shop have a min. edge distance of 2," and minbnum spacing of 1 }" as shown. 2. See General Notes, sheet 1. 3. All tapcons must be In the same row space at or on centers. Do not use holes in the opposite row. Strap must be long enough to accommodate required toucans. VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 moouerfunowso LT AcasesseNo / U dzAW 13" Do not Use circled holes 0 0 o — NVRT A nc hor Holes dia. b" N u — Vu e Industries, Inc. 1" 13" • 16d } Tapcons air 1053 -1058 East 29 Street Hialeah, Florida 33013 PHONE (305) 894 -0397 FAX: (305) 694 - 0398 NVRT FLAT AND TWISTED RAFTER TIES DWG #: Sheet Date: Revisions:July 7, 2003 June 18, 2005 NU -2 3 of 4 158. 13, 2003 Jan, 10, 2008 July 19, 2008 NOA: 08- 0326.11 (EXP.DATE: 08/21/13) USP ' - DIMENSIONS FASTENER SCHEDULE • ALLUWABLE WADS (tbs,) PRIM= • GA. • W H D HEADER JOIST DIRECT (1007..) • UPLIFT (133%) 1... s .. - - 5 - (16) 16d 3950# • 4450 #* . UMH4513 - 1/4 4 -5/8. 15 -1/2 5 (2) 3/4 • (16) 16d 3950# . • 4450# UMH538 _ 1/4 5 -3/8 15 -1/2 5 • (2) 3/4 • (16) 16d • 3950# •4450# UMH55U . 1/4 5 -5/8 15 -1/2 ` 5' (2) 3/4 (16) 16d • 3950# 4450# UMH718 ._ •1/4 7 -1/8 15 -1/2 5 (2) 3/4 (16) 16d' 3950# 4450# E , . 0 13/16' HOLES TOP OF WALL 1 1/2' MIN. 7 1/2' 4' f BACK SIDE -�- TIE BEAM PER ' 4I° , \ SECTION 2121 OF SFBC GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A36. 2)• FASTENERS ARE COMMON VIRE NAILS UNLESS ' OTHERWISE NOTED. - 3) FASTEN UMH HANGER TO CONCRETE STRUCTURE WITH TWO ' POWERS FASTENERS WEDGE -BOLTS WITH 5' MINIMUM - EMBEDMENT WEDGE- BOLTS SHALL BE INSTALLED IN • GROUTED CELLS IN ACCORDANCE WITH MANUFACTURER'S ' INSTALLATION SPECIFICATIONS. - 4) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN • SPECIFICATIONS FOR WOOD CONSTRUCTION (6=0.55 OR BETTER ' AN IN A M CC I S AREE 19X OR LESS). ALL TESTS PERFORMED' 5) PENETRATION OF NAILS IS ASSUMED TO BE 2' INTO WOOD. 6)• *MINIMUM ANCHOR EDGE DISTANCE IS 5 1/4' IN' ALL DIRECTIONS. (2) MIN. #5 VERTICAL ' REINFORCEMENT REQ. FULLY GROUTED - C90 CONCRETE BLOCK WALL PER ACI530 • MIN. WIDTH FOR - PROPER EMBEDMENT Approved as co plying with J$e� . Florida • alive MAO Wand DMus KV UNITED STEEL PRODUCTS COMPANY 703 RCS BR1VE, 14IR TI U ERY, f 1. 56069 Pi mC (507) 364 -73 33 NOID UMH SERIES (UNIVERSAL MASONRY HANGER) • 'Bay ROBERT W 11-5 -04 PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. NO. 55409 BRAVING } MD1104 SIM 1 OF 1 MDADE • ` NOA: 04- 1122.03 (EXP.DATE: 10/13/10) PRODUCT CODE POST /COLUMN SIZE DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS (Lbs.) L1 L2 H L ANCHOR BOLT POST BEARING UPLIFT (160%) NAILS BOLTS 100% NAILS BOLTS PAU44 4 x 4 3 -9/16 3 5 -7/16 3 C1) 5/8 (12) 16d (2) 1/2 6885 1825 1825 PAU66 6 x 6 5 -9/16 5 2 -7/8 2 -7/8 (1) 5/8 (12) 16d (2) 1/2 14,300 2425 2425 rammx esecaltbswitis ' a ii A.uoa Ns o o4 piwusu� 1 ' 7L p, Mb; PAU POST ANCHOR W/ BOLT SERIES 16 OR 12 GAUGE STAND -OFF 10 GAUGE SUPPORT COVER 10 GAUGE WASHER GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVINIZED COATING OF G90. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR OF607. FOR WIND LOAD CONDITION. NO FURTHER INCREASE IS ALLOWED 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR. 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN PINE (G= 0.55 OR BETTER AND MOISTURE CONTENT OF 19% OR LESS). ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. 6) PENETRATION IS ASSUMED TO BE 2' INTO WOOD. UNITED STEEL PRODUCTS COMPANY 14305 Southcross Drive, Suite 200. Burnsville, MN 55308 PH ( 852) 898 -8851. NAME' PAU SERIES (POST ANCHORS) DATE' 2/21/07 SHEET' 1 OF 2 .06 (EXP .DATE: 05/02/12) ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. NO. 55409 DRAWING it = 100 -02 MDADE PRODUCT CODE DESCRIPTION DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS abs.) (160Z) W1 W2 H1 H2 L1 L2 POST BEAM F1 F2 UPLIFT C44 4 x 4 POST CAP 3 -9/16 3 -9/16 2 -7/8 2 -7/8 3 -1/4 3 -1/4 (6) 16d (6) 16d 860 860 820 C46 4 x 6 POST CAP 3 -9/16 5 -1/2 2 -7/8 2 -7/8 5 -3/8 3 -1/4 (10) 16d (6) 16d 950 950 745 C66 6 x 6 POST CAP 5 -1/2 5 -1/2 2 -7/8 2 -7/8 5 -1/4 5 -1/4 (10) 16d (10) 16d 1690 1690 870 C88 8 x 8 POST CAP 7 1/2 7 1/2 5 5 7 3/8 7 3/8 (16) 16d C16) 16d 2340 3225 1125 PRODUCT MN EVINTO is cola:plying i t Boidi®g Code A :evi a ce Na ES By ili.trio � 7 � -6 C:rati,m rfrfP7 e i'mated 06 GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVINIZED COATING OF G90. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR OF 60% FOR WIND LOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. 4) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN PINE (G= 0.55 OR BETTER & MOISTURE CONTENT OF 19Z OR LESS. ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM A1761. 5) PENETRATION ASSUMED TO BE 2' INTO WOOD. 61) F1 LOADS PARALLEL TO WALL. 7) F2 LOADS PERPENDICULAR TO WALL. 8) ALLOWABLE LOADS FOR UPLIFT, Fi & F2 ARE NOT TO BE COMBINED, C POST CAP SERIES 18 GAUGE GALVANIZED (TYP) NAMEt DATE1 2/21/07 SHEETt 2 OF 2 C - SERIES (POST CAPS) UNITED STEEL PRODUCTS COMPANY 14305 Southern= Drive, Suite 200. Burnsville, MN 65306 PH (054 898 -8651 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. NO. 55409 DRAWING # i 100 -02 MDADE NOA: 07- 0306.06 (EXP.DATE: 05/02/12) o 7 `19 (2\ rCk „ ‘V )r- AV67 0° te 0 o �2�