Loading...
RC-17-992Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number ue Date :C-4- 7-992 isideritiat Construction on: Alteration APPROVED Expiration: 1 /11/2017 Applicant 1235 NE 95 Street Miami Shores, FL 33138- 1132060143991 Block: Lot: PAUL & CAROL FIELD Owner Information Address Phone CeII PAUL & CAROL FIELD 1235 NE 95 Street MIAMI SHORES FL 33138-2549 Contractor(s) ARCO CONSTRUCTION Phone 305-892-6507 CeII Phone Valuation: Total Sq Feet: $ 1,200.00 24 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: RAILINGS ON DECK Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Amount $1.20 $2.00 $2.00 $0.40 $5.00 $100.00 $80.00 $12.00 $1.60 Total: $204.20 Pay Date Pay Type Invoice # RC -4-17-63648 04/14/2017 Check #: 2138 $ 204.20 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Fill Cells Columns Review Planning Review Plumbing Review Mechanical Review Electrical Review Building Review Structural , 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 ELEC -ICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating , I authorize the above-named contractor to do the work stated. u j-nryirSrgriature:Owner / Applicant / Contractor / Agent Buildi g Department Copy April 14, 2017 Date April 14, 2017 1 DG-\- lb -2_7I7 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: 1NSP-283667 Permit Number: RC -4-17-992 Scheduled Inspection Date: June 09, 2017 Permit Type: Residential Construction Inspection Type: Final Owner: FIELD, PAUL & CAROL Work Classification: Alteration Job Address: 1235 NE 95 Street Inspector: Porta Jr, Jose Miami Shores, FL 33138 - Project: <NONE> Contractor: ARCO CONSTRUCTION Phone Number Parcel Number 1132060143991 Phone: 305-892-6507 Building Department Comments RAILINGS ON DECK Infractio Passed Comments INSPECTOR COMMENTS False Passed 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-283567. 6/2/2017 MISSING DETAILS FOR CONNECTION OF RAILINGS TO POST June 08, 2017 For Inspections please call: (305)762-4949 Page 11 of 23 June 5, 2017 Village of Miami Shores Building and Zoning Department 10050 NE 2nd Avenue Miami Shores, Florida Attn: Building Official Re: Special inspection Project: Residence 1235 NE 95th Street Miami Shores, Florida 33138 Dear Sir; EX41 1'"1 vv R, ,=„ CONSULTIN!, ENGINEER Permit # RC17-992 This letter is to clarify the attachment of the top rail to the post. The standard clip was provided by the manufacturer as part of the railing components. The clip requires three #10 screws that extend into the wood interior post with two screws on one side and one screw on the other side. All work will complies with the manufacturers' recommendation, the approved plans and specifications, the Village of Miami Shores and the 2014 Florida Building Code. Please call if we can provide ®W;avny ` aLd toai n fo rm ation. 90 :.P.......Is,se"Very truly you,:'1 / .o•NsE. A107rte /�: v 'j . dward�ers,P.E. : W: u.1 President ° ' • • • ' • S gyp. o. 'S eFSAo' P �a� 7850 NW 146TH STREET. SUITE 509''° MIAMI LAKES FL 33016 PHN: (305)823-3938 ;, FAX: (305)823-9355 L-kr° M Miami Shores Village 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 PERMIT APPLICATION j BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL JOB ADDRESS: ` ' ' sr (\OS/je,- 5� FBC 20 ( Master Permit No..6-n D - 19 1; Sub Permit No.112-0. ' 992_ ❑ REVISION ❑ EXTENSION El RENEWAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: 5 31 3 Folio/Parcel#: Is the Building Historically Designated: Yes NO t� Occupancy Type: Load: Construction Type: I Flood Zone: OWNER: Name (Fee Simple Titleholder):'0. J I41/4‘ O.V.-ill f; L l.. Address: ? N G ciSA+" ST City:‘,t01/4.W\ % 5\e\ a% Z State: c( . Tenant/Lessee Name: NI IA, BFE: FFE: Phone#: (I S \ ) 5 'q ?2. Zip: 33 13 0 Phone#: Email: CONTRACTOR: Company Name: j\or C-0 G0"S G Y J 4(Lin Phone#:('3Qp� 'z - L'7 `b Ivy L 31 11'N j c -ri c o Address: City: 1 t 1'0.wv% State: 44000 Ft— Qualifier Name: �. STC(L ,a—4ccs ) State Certification or Registration #: 1 5 OG -1 Co 3 DESIGNER: Architect/Engineer: Eat L.44N 11V?f 3 ?. 6-1 phone(306 Sci- 1643 City:O\W , LiIa State: Zip: 33 Q I l.0 Zip: 35M Phone#:60c gSZ-cpCo- Certificate of Competency #: Address:1-$b0 ow 1y(D-1- st sla 9,'0 Value of Work for this Permit: $ j � Type of Work: ❑ Addition ❑ Alteration Description of Work: 2.0k.‘11 rst4. c.A- —0Qs, V_ Square/Linear Footage of Work: ❑ New I12 Repair/Replace ❑ Demolition Specify color of color thru tile: N 1 Submittal Fee $ 110 Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Permit Fee $ QC) Radon Fee $ Training/Education Fee $ A4:4014 wiliblittfm, is P4..T,y4Spoyy $'er • • ,61 ytPrd,F1 tiV a \a4110,15;e9 CCF $ CO/CC $ DBPR $ Notary $. ' Double Fee $ Bond $ TOTAL FEE NOW DUE $ 2.0 `f 2O 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 Nla 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 re j pection fee will be charged. Signat ENT The foregoing instrum ledged before me this 0 6 day of 4 QQ) Z_ , 20 1 4 , by , who is personally knorn to fi_ �L�� p6 me or who has produced identification and who did NOTARY PUBLIC: Sign: Print: Seal: take an oath. ‘2,02 Piss kaCa k' My Comndssion Expires February 10.2021 %R►p/Commbelon No. GO 74030 (as ****************************** APPROVED BY (Revised02/24/2014) COIR The foregoing instrument was acknowledged before me this day of L— , 20 Sa . by , who is personally known to me or who has produced as identification an • ho did take an oath. NOTARY PUBLI Sign: Print: Seal: r0 X0,24, Notary AuNic State of Florida u W7. '. Sindia Alvarez N c' f�"y Commission FF 1587`0 ..'1,0, " Expires 09103/2018 w thf (11, k �J'lill; Plans Examiner Structural Review Zoning Clerk tverLn fes''" `k o (s)) - 4- a Sic Edward A. LANDERS, P.E. CONSULTING ENGI OST5 • • • • • • • • • •. ••• -FOC Z. -VP T e-c/LF C / F 5 X r. 27.7 •C -Tor Pell r )4 -to tm c_e- z Sx. ! 0, 403 2' < G 0 rete, Loietvl _70 jf/c.f .... • . • ••••• • • • ..• •••• . • . •••• • • • • •••• • • • • • • •••• • • • • •••• •• •••••••• •• • • • • . • • • • .. . . • • .. .. b / • eq (.9v2uu-z, 4 c (.� 2 1,C JJ s f 'e it 0 ,eJ rte �i - 4 7f ` l .77/'r? 3 C).4q14. i ........_ ___.7 _ t r t r � � 1) 5 E )Fe. X v / i�j(ctifm Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 LIJ (. 7 P o zs 1 MY - d f x Sx C7�0 v•07)3 $A” p Lit ..•• . • •••• • • • • • • •••• • • • • •• •• • • • • • •••• • • •••• • • • • • • •• • • • • • • • • •• • ••• • • • • • •• Use t k r Edward A. LANDERS, PE. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 (W 1 Pesi- rf C� •••• • ••al' P •• .••' •ham.• •••• • • •••• • • •••• • 2 • • • • • mss. • •Z 7. 0 r% (zNo) ; 44z_ekle) - • •• • • • -r c - ' cif Fawara A. SANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 ckus- 415/2017 Area Moment of Inertia Section Properties of Square Tube at Center Calculator I Engineers Edge 1 wwuveng ineersedg e.com ENGINEERS EDGE Solutions By Design THE BMW 3 SERIES. LEASE A 20".7 BMW 32A xDRIVE SEDAN FOR S3691A70 WITH 34,04. DUE AT SIGN{NG. M.S. in Engineering Mgmt. Gain the leadership skills needed to manage a high - impact engineering team. Machinery's f landbook. 29th Edition L_ar�ize Print & Toolbox Editions Engineering Calculators i Section Properties Menu Engineering Metals and Materials i Strength of Materials Area Moment of Inertia Section Properties of Square Tube at Center Calculator qind • Equations •• •• •• • This engineering calculator will determine the section modulus and Area Moment of Insri , • Section Propertiesfor the given cross-section. This engineering data is often used in the riesigp of structural beams or structural flexural members. There are two types of section modibji,.the.' elastic section modulus (S) and the plastic section modulus (Z). f--aH • . .. .. . . . • • • • • .. . Inch (in.) • "a" (EVcriorSide): = "b" (Interior Side) j = 0.75 0.5 Area Moment of Inertia Section Properties (Units) j = 0.02116 Section Modulus (Units3) = 0.05642 Radius of Gyration (Units) = 0.26021 Extreme Point (Units) = 0.375 Area (Units'-) = 0.3125 Calculate Reset http://www.engineersedge.comlcalculators/section square case 4.him Engcneenng Design for Manufacturabatty Membership R islter i Login • ...• . ••.• • ..;.Search • . • Area Moment of Inertia Section Properties = I J MarditegI ries 4s [' — /' >EaeSittBookact •;• Section Modulus = Z = 1/y f �� ci — h 6,./ Radius of Gyration t la + h 1= A = area > GD&T Training Geometric y = distance from axis to extreme fiber > Training Online Engineering t = a_ f--aH • . .. .. . . . • • • • • .. . Inch (in.) • "a" (EVcriorSide): = "b" (Interior Side) j = 0.75 0.5 Area Moment of Inertia Section Properties (Units) j = 0.02116 Section Modulus (Units3) = 0.05642 Radius of Gyration (Units) = 0.26021 Extreme Point (Units) = 0.375 Area (Units'-) = 0.3125 Calculate Reset http://www.engineersedge.comlcalculators/section square case 4.him Engcneenng Design for Manufacturabatty Membership R islter i Login • ...• . ••.• • ..;.Search • . • MarditegI ries . . >EaeSittBookact •;• > Engineer -rig Forum •. > Exct•NI1p: Downlo i ' • ee , Online Books & Mzrnrs.lc.: > Engu'neeriii hews • ' > Engineering Videos • Engineering Calculators Engineering ng Toolbox > Engineering Jobs > GD&T Training Geometric Dimensioning Tolerancing DFM DFA Training > Training Online Engineering > Advertising Center Print Webpage > Copyright Notice Submit an Article Become an Engineers Edge Contributor Advertise Here ANSI Data Chart ANSI Screw Engineering Slide Chart All units in inches. threads, pipe thread... 1/2 4/5/2017 C Channel (C -Beam) Sectional Properties Calculator Note: Use dot " " as decimal separator. Indian® Motorcycles View Current Promotional Offers For Your Favorite Indian Motorcycles! Go to ilrrr)t0,r vciP •- -.!rniSpt=c.i a i; ;fern Definitions VourAdChfflces GIVES YOU CONTROL • • • • • •• • • •••• • •••• •••• • • •••• • •••• • • • •• • • •• •• • •• • • • • r • R yy• • • • "� •• • • • •••• • • • • • • • • •• • • • • • • • •• Radius of Gyration (Area): The distance from an aids at which the area of a body may be assumed to be concentrated and the second moment area of this configuration equal to the second moment area of the actual body about the same axis. Second Moment of Area: The capacity of a cross-section to resist bending. Section Modulus: The moment of inertia of the area of the cross section of a structural member divided by the distance from the center of gravity to the farthest point of the section; a measure of the flexural strength of the beam. List Of Equations: (. AdChoices Channel Beam Sizes I Beam Properties Steel Channel Shapes ly Second moment of area I I cog moi t~/� Ixx 0.604 Parameter/Condition inch"4 • Equation 1 1 , Second moment of area iC- Iri 2 0.021 1 6 = H3b/12 + 2[h3B/12 + hB(h+H)2/4] Section modulus Area moment of inertia Sxx L 0.403 Section modulus �I Soc ii inchA3 • 5 1 Minimum section modulus �i Syy j1 i_ L I Minimum section modulus 6 Syy )(cog i(xcog 0.037 7 L Radius of gyration I rx 1.067 inch • L Radius of gyration ry 0.199 7i_ CoG distance in x direction III )(cog 0.173 inch • J I CoG distance in y direction i1 Ycog IL 1.5 Note: Use dot " " as decimal separator. Indian® Motorcycles View Current Promotional Offers For Your Favorite Indian Motorcycles! Go to ilrrr)t0,r vciP •- -.!rniSpt=c.i a i; ;fern Definitions VourAdChfflces GIVES YOU CONTROL • • • • • •• • • •••• • •••• •••• • • •••• • •••• • • • •• • • •• •• • •• • • • • r • R yy• • • • "� •• • • • •••• • • • • • • • • •• • • • • • • • •• Radius of Gyration (Area): The distance from an aids at which the area of a body may be assumed to be concentrated and the second moment area of this configuration equal to the second moment area of the actual body about the same axis. Second Moment of Area: The capacity of a cross-section to resist bending. Section Modulus: The moment of inertia of the area of the cross section of a structural member divided by the distance from the center of gravity to the farthest point of the section; a measure of the flexural strength of the beam. List Of Equations: (. AdChoices Channel Beam Sizes I Beam Properties Steel Channel Shapes ly CLICKe TO LEARN MORE http://rwow.arrteswebinfdSectionalPropertiesTabs/SectionalPropertiesCbeam spx 2(3 I I cog moi t~/� v..,- Step Parameter/Condition 11 Symbol;{ II Equation 1 1 , Cross section area _ILA iC- A = 2Bh + Hb 2 r Area moment of inertia 6 I 6 = H3b/12 + 2[h3B/12 + hB(h+H)2/4] 3 Area moment of inertia lyy � lyy = b3H/12 + bH(xcog-bi2)2+ 28311/12+ 2Bh(xcog - B/2)2 J 4 Section modulus �I Soc ii S,« = 6/Ycog 5 1 Minimum section modulus �i Syy j1 i_ L I Syy = lyy/(B-xcog) 6 Center of gravity )(cog i(xcog = (2hB2/2 + b2Hi2)/A 7 ' Center of gravity Ycog 1 Ycog= H /2 + h CLICKe TO LEARN MORE http://rwow.arrteswebinfdSectionalPropertiesTabs/SectionalPropertiesCbeam spx 2(3 ( Steel Channel Shapes ) ( Angle Calculator ) ) 4/5/2017 C Channel (C -Beam) Sectional Properties Calculator ;I__ _I, 8 1 Mass li M M= ALp 1 — — ii 9 11 Radius of gyration I r I! I t, r = (I/A)^0.5 10_J1 Polar moment of inertia it J J=l)a+iyy Supplements: . AdChoices Beam Design Link Aluminum Channel Sizes Steel Channel Sizes Reference: Usage Online tool to show basic dimensions and sectional properties of standard aluminum C channels. Online tool to show basic dimensions and sectional properties of standard steel C channels. DISCOVER WHERE AUIlIDBOIKS CAN TAKE YOU •••• • • • • •••• • • • • •• • •••• • • • •••• • •••• • • • • •• • • • • • •• •• • • • • • • • • • • •• • ■ Oberg, E.. Jones, F. D., Horton, H. L., & Ryffel, H. H. (2012) Machinery's Handbook . 29th edition. Industrial Press Inc., pp 234 - 256 •••• • • •••• • • • • • • • • ••• • • • •• Copyright © 2013-2017 I About us I Contact us I Disclaimer 1 Privacy Policy http://wv+manteswebinfolSectionalPropertiesTaf clionalPropertiesCbeam.aspx 3/3 4/5/2017 C Channel (C -Beam) Sectional Properties Calculator Advanced Mechanical Engineering Solutions Custom Sear SECTIONAL PROPERTIES CALCULATOR - C CHANNELS (C BEAMS) t> AdChoices Load Calculator HP- Spectre X360 2 -in -1 15.6"4K Ultra HD Touch - Screen Laptop - Intel Core i7 -16GB Memory- 512GB Solid State Drive '149999 Shop Now Steel Beams E> CHOOSE REWARDS OR FINANCING Calculator: Moment of Inertia Structural C channels, also known as C beams ••• • • • • • •••• • • • • • • SECTION'PROPERTIES • • • Equilateral trianle • • are •••• • • • •I�osceles t��al✓r structural beams with C shaped cross section. Top and- • • • • • • bottom plates of a C channel are named as flanges and the • • • •••• • • • vertical plate which connects the flanges is named as web: • The materials of C channels are generally steel, aluminum • • and stainless steel. Manufacturing methods of C channels •• are hot rolling and extrusion. The following calculator has been developed to calculate the sectional properties of structural C channels (beams) with straight leg (untapered leg). Parameter 11 Symbol ij Value III Flange -flange inner face height H I 2.75 lI Width Unit — r !H Flange thickness '! —�r Web thickness B 0.75 h 0.125 b 0.125 Length L r 12 inch • iI —7r Density Ji p l 7.827 Calculate Ib/iinA3 • �I •r Parameter ; Symbol Value Cross section area l A 0,531 inchA2 • �1 —1; Unit I Mass � M 49.897 Ib • httpJ/www.amesweb.info/Sectional PropertiesTabs/SectionaIPropertiesCbeam.aspx • • • • • • •'octangular hallow section • • • • • • • •Rectangutr solid bar • • • ••• • • • • Round hollow tu<!e Round solid bar I -Beam C -Beam T -Beam Unequal Angle • STANDARD SECTIONS Aluminum Channel Aluminum !Beam British Universal Steel Beams Wide Flange I Beam (ASTM) Round HSS (Steel Tube) Rectangular Steel Tube Square HSS Standard Beam (S Shape) Steel Angle with Equal Legs Metric Steel Equal Angle Metric Steel Unequal Angle Steel Pipe Standard Steel Channel • 1/3 AMERICAN WOOD March 2013 ADDENDUM •••• • • to the 2012 and previous versions of the " Design Values for Wood Construction • • • •• • • • (a supplement to the National Design Specification$ (NDS*) for Wood Calait uction) . Effective .lune 1, 2013; design values for all grades of vis.uallylgreded Southern Pine and Mixed SeLIASs-: Pine; ri$r; 2"- 4" thick will change. The design values to use with the 2-012 NDS, 2005 NOS, and the 2001.NDSVg howr l 4elow (values that will change on June 1, 2013 are shown as underlined). These values supersede valuene 5:shed i'!4e. AWC March 2012 Addendum, • • • • •••• Table 4B Reference Design Values for Visually Graded Southern Pine Dit leAon Lurnber • • • • • • • • • • (2" = 4" thick) (Tabulated destgn values are for normal load duration and dry Serr9C4 co tions, ";".sAl • • specified o her se. See NOS 4.3 for a comprehensive description of design value adjustrnen'fo eob. ) ••• • • • USE WITH TABLE 4B ADJU Species and -- Design: values In pounds per square inch {ps \ a Grading Grads Rssles G^a>i:oY G 1 Tension. Sae C38S3 fiC8Lorc ; parallel Bending to grain tj Fa I F, Shear i Compression ; parallel P tcHouler i x g3ain $35tH i F. F;._ i Compression 1 parapet Modulus of t to grain, i Elasticity i comm a i nada i Fc 1 E 1 is t ,QTS , Demme Select S�:ot:rat Seism sora: I floc Cs Se��i� Sated $t-t--tprei No.1 Dense i No.1 1 No.1 A1C,-^ se f Not Dam1 Not 1 Not Non -Dense 1 No.3 and S t 2° -4. wide 7.700 575 175 175 175 175 175 175 175 175 175 { } 1 I I g1 i it 060 505 380 sad 565 4rX 580 565 460 555 ! i t i 2.05'0 1,300,000 690,0r.:0 1:801,cm0 550,Me 1.500.000 580.000 0.55 i Si't3 2.35c ;::..w , 1.9X 2.050 '..450 1.100 1.800 1.650 5 150 1,800,000 660,000 1.580.000 580.000 1.500 ; .000 1.650 1.300 875 770 675 600 400 1.550 1500.000 510.000 1200 1.'400 1.500.000 1.4000 580.000 1.100 1.050 1.450 510.000 1.450 M 1.300.000 470.74 is^. 1,300.000 470.�.� Cons= : u r Sid _ 4' wide 573 472ri .=.#�5 275 175 175 I 1 i 1 1 5£5 565 555 71 I 1f.1,2 1.60x] 1.400.00E 510.000 0.55 ; .3Ew 1.200.000 440.000 1.200.000 444.000 Dere Se est Sat al Seect SSra fon-Dense Select 3trucZura No.1 Dense Tec.1 i1 No.1 Non -Dense ttiro2 Dense Not rict2 riornDonte Nc.3 and Stud ; o - 5' 'Mde 2.400151 1.650 175 175 175 175 175 175 175 175 175 175 ! I i { i , 8 sae 480 65C� 5 5 4ra.s SW 586 460 see i i i 4 Jrl 1,90 ,000 :,300,000 1.800.000 650,. 56050 580.000 0.55 8.01$ 2.100 y 1 A , -.8.''L'•, i850 700 1.500 1.000 i.o50 1,$00,000 1.606.000 603,0.30 580.000 1.350 E71 775 M M0 M M. 1.550 1200 L/+5t 1.45r 1.400.080 510.0"4 1.050 1.600.000 560.000 1.000 1.400 1.400.000 510.000 W. SI4 1.350 1,300.000 470.000 1.300.000 470. X00 Dense Seem Stn.-^rrai E Select S0'aczu i 1 Non -Dense Select Stuctura: ! No.1 De'sse I N5.1 Nc.1 Noah-Derse j Tk2 De se 1 Not 1 Nc2 1 No.3 and Stud € S' 571 ^E 7.200 1.5r3 175 .7z 5 1. o 175 175 175 175 175 i 1 !# , 1 , i 1 6,x 555 481 560 565 44W 565 480 565 I 1.850 1,900,000 1,800,000 1.600.000 560,000 6x=0.0100 580 000 i 0.55 { SisS 1 1 s, ? , 1.550 1.350 1.7W 1,700E 1.200i 1.65:1 1.350 OS175 . 7N, 600 0 i Ag 1.601 1700 1.400 1.� 1.360 1,800,000 1.600.0:50 6660,000 588.0. 1.250 1.0000 1.400.000 510,000 375 875 § 1.600.000 5800 1,400.000 510.0000 1.380 775 1.300.000 470.00Q 470.000 1.300.000 LLc .. _:..SE. S2_ +._ __ �c:�_ n �_, ° Z__ '_ - _� ts'd °G ir`: L�0 Vc .2012 NDS Supplement Adden v March 2013 Paget Speer and =martial grade Sze ciassrFicaton Nose Set. Seie S7ozz.;:a: Sira Nal Dense Na.` No.1 Ncr-C;e"se N1 2 Dense Nr2 Not N cs-[t_: se N_.3 and .1, r+ `Jesse Select SY at rai wide s ric r :: F, 1.7.30 1.r 1 550 .tt 753 475 1.8800 Inn S%1 6 525 475 425 275 250 Design vel13e$ in pounrs per square inch (psi) ' ers 1 varopreawcit ! c en 175 175 175 175 175 17.5 175 xA 453 Grating Specific 1 Ruies ' mod kss of c:o�,cj Gravity': Agency .r T� i. J.X.i 553•.4• ..• •••• ••• • • JJ.•�'• • • • [ ••••. •• • • 1.6.7a OCk o t - • sp,: • • • E.uv• •i••• =:s3: •d?5rrt•:• • •• • • • .• • •'• • • • Son-Dense Sese Si,;ra M.1 Dense Nal Ne 1 Ncr Lapse rda 2 Terse Nat Nc 2 Nan *terse . and Stud 2' .1_ ; { i •s. 7c - 1 7 j 175 175 egC 175 660 175 s 175 175 56-, i ( i Setae ' i (�.+ t I # 1.600,000 1.a.1 0.0 -:g.1 'Z lesSi-'15 E 375 7` 55a ? 400 256 3^...5.-':,',.:.00C.1 ctxo ; Z � 700 : =:o T.3atl 1.4 ' 510. 0 :L= 1. "^ � as0.eo a :.404.304 510.000 j 1.V30.000 470.000 I 1 ` 47E1.000 cI_s :: 1,"";%;,i'7 , Stria 'z N .1 Na.3 end Sit.id ; i -{, ,e 1 i zao 1350 143 ,, 1,200 675 �z� 175 175 175 178 SSS 565 555 SES.i 1,800 1,651 1.45.3 1,600,000 1,534,000 1,400,000 1,2 ,004 550,000 &Ia= 510,004 j 440,000 0.51 i ^�2 i Cone1xsx Stande'= [ F�11Tc*y # (! 4• wee ! = g�5_ 225 275, 15s 175 1'5 175�� 55.5 5 ? #.6[53 1,300,000 1200,000 1,i C0,000 470,000 j 444,060 40£S,QL; ! 0.51 # 3C0 Select. xr No.t No2 Fva 3 and d i _ - 5 wide 1,550 t 1300 , 1,_Qc& = 1,100 756 M 850 175 175 175565 175 885 Sar `,746 1,55: 1.400 1,4500,000 1,500‘000 1,400.000 1,200,000 580,000 550,0X, 510,000 ( 44a O00 f'.51 1 - Sale Strs No.2 r'o2e't Sid i 8' wide i 1,750 1700 ,200 ` i °� 1,000 550 175 175 178 175 175 178 175 175 X65 565 565 555 565 555 s 565 f f i 4 j 1,64 1,450 # .350 1,800,000 1,500,000 1,400,000 1,200,000 1,600.000 1,500,000 1.444.446 1:240 004 580,O00 550,000 610,0. 444,004 i 580,000 550,00C1 510,000 i 440,000 z. 0..'- : n 0.`- M 1,600 1,' 56 •.xy7 No.1 Sura? No.1 No.2 No.3 and 1 < 10' wide 1, 00 1,050 875 6 4_ 7.5 _275 7 ib ai 2 Na3 and Stud 1 11j 12 �6de 1.44'0 175 %p t 3 825 5755 456 ( `,0 175 175S551.4 175565 175 585 56.^ ; 1i 1,550 a2 1,800,000 1.500,000 1,400,000 1.200%iii 580,00€ i 550,004 0 I 510,000 t 4_ 0,003 • 6S`: [ ( { 7 SEER E? EMSMONS. Tat' dot vakres are to kerter that va be used i nd r dry =0ns tons such as in r ost casatssd solictures. For 2` 3a 4` tic* lumber he DRY d-essed sizes ShSII be used (see Tattle 1A) regardless of the moisture content et the ire of rnentireotsre or sem. in ng desism values, the natural gain in strewth and st;tiriass that ocmsass lionize. dries has been taken into cam as v,eE as the reduction in size that occurs when unseasoned /umber shrinks. The gain in load carr wing DepaY due to increased atd sib resu th1g from drying mote than offseta the design effect of size reductions due to shrhkage. 2. STRESS -RATED ED 8O S. Itterrnaton for various grad of Southern Pats stress -rated boards cf nominal 1* 1W, and 1W Chic n , 2. and wider is available ie 1 the Southern Pthe Inspe±cn &real (Sag) In the Standard Grang MAW tYSacrhe Pine Lumber. • 2012 NDS S1a ; rn.erl Addeacurm March 201 Page 3 3. Esc P. .r^. % u , 'v"eiusS. f • Sp AOs t.:; ssp:a Fes. ^. i . _ reor-ri_i^7t0 :- vek.e._, L •;mac Sok:them 7-1n?, p.. c c..cerp.c.renc C•.r;='.",_�- :1...7: own b6' are: <?:Iit to i='=,.e.w: I'� v��_ ::Y =.._ .^ycs"w: .w J re);!, lows7 ^utl.-As of .^. pal for F art ^y Ts' -e}: e w. r.ts'' ;, roti ..! i' yam. Z =.ate . 2F.; >3 .._ : +4°.Se. CONVERSION FACTORS FOR DETERMINING DESIGN VALUES FOR SPRUCE PINE ••••• C'jL:4L'S• • • r• -- rt •• • •••• _iritic ' ensiori Shea; Cxno:ssion Carrxessia p$: Bell paralle pepr*d?c'�kr para :e: S_:.ding to rain to grain to brain. to = ... Conversion Factor F „ _. „ t s ".=$ :737...7! ar•.d Ems• • • •••• • • • • • • 4. SIZE FACTOR. For s vidertan 12'. Lse. sae ieccs :v. . o"t t soeO'?ieC<_ _ 2 a. • • • • spec:esc so c.es c"s v."';bi^:r .S :sr':a '�''v5'S .;8 _...._ the �'''--ii'•�� 5^ �'=!'k' .� Si :.ls's_• ':21=ie=' eccC s pe ... • .. `.P.?4Gu: S;.-.....<� or ^�.v for 8'-�'„' :.�a'i�.^: ,�^i�_cr:. _. r _ • • • Si=c g 2. msec �-, yes-: s -c ^`" ns w:,s� ^�e • • • • • • • • • •• • • • • • • • • • • • ••• • • •