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MC-08-1572Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 170587 Permit Number: MC -8 -08 -1572 Scheduled Inspection Date: March 05, 2012 Inspector: Perez, JanPierre Owner: LEE, PATRICK Job Address: 1122 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: TROPIC AIR CONDITION INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050170170 Phone: (305)278 -7171 Building Department Comments NC WORK AS SHOWN IN PLANS 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- 93349. kithen hood not ready jpp March 02, 2012 For Inspections please call: (305)762 -4949 Page 18 of_30 Miami Shores Village Building D epartment 10050 N.E.20 Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL Owner's Name (Fee Simple Titleholder) Owner's Address ei NE.-- 9 City 445 State Tenant/Lessee Name Email Permit No. IVEgMnir FE 1 0 '1U10 BY: ................... 'fa* M Cab _f'7D--1.2- Master Permit No.- - -17 l Phone 60 fj A3 —3735 Zip 33/i8 Phone # Job Address (where the work is being done) p' City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Zip a b � Is Building Historically Designated YES NO Flood Zone Contractor's Company Name - t 9 g -if ‘a* * i \1��,� 0 iti Phone # Contractor's Address ae1.S `q it City IViCkkeCAA , State T--iet. Zip 3 y", Qualifier Name 42.):L r LOrk, i`t,164,.. Phone # :c-705), a d State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Nam Value of Work Type, of Wo Descri Phone # Square / Linear Footage Of Work: ['Alteration ETew ❑ Repair/Replace ❑ Demolition 'w' tr i, ***************************************Fe ************ % �* * * * * * * * * * * * ** * * * * * * * * * * * * * * * * ** Permit Fee $ �/ CCF $ CO /CC $ Submittal Fee $ Notary $ Scanning $ Training /Education Fee $ Radon $ DPBR $ Technology Fee $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State 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 installati commenced prior to the issuance of a permit and that all work will be construction in this jurisdiction. I understand that a separate permit must be WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR C OWNER'S AFFIDAVIT: I certify that all the foregoing information is acc applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAIL COMMENCEMENT MAY RESULT IN IMPROVEMENTS TO YOUR PROPERTY. FINANCING, CONSULT WITH YOUR LEND RECORDING YOUR NOTICE OF COMMENCE Notice to Applicant: As a condition to the issuance of a building permit wi promise in good faith that a copy of the notice of commencement and cons whose property is subject to atta for the first inspection whic inspection will not be ap nt. Also, a cert' 'd copy of the recor rs seven .(7)��; after the building pe and a reinspect fee will be charged. Zip ns as indicated. I certify that no work or installation has erformed to meet the standards of all laws regulating ecured for ELECTRICAL WORK, PLUMBING, SIGNS, NDITIONERS, ETC ate and that all work will be done in compliance with all TO RECORD A NOTICE OF YOUR PAYING TWICE FOR IF YOU INTEND TO OBTAIN R OR AN ATTORNEY BEFORE NT." an estimated value exceeding $2500, the applicant must ction lien law brochure will be delivered to the person ed notice of commencement must be posted at the job site it is issued. In the absence of such posted notice, the Owner or Agent /j The foregoing instrument was acknowledged before me this 10 The fo day of , 20/ , by , day of who is personally known to me or who has produced who is personally ' s own to me or who has produced tt Contractor egoing instrument was acknowledged before me this /4 G1 ,20 /0, by &iel Dina , Sign: Print: ' i m �- tea, q i '90 v J . r.... My Commission Expires: . a'�3 `.. ' ",,,Ninon t lttVl{ll���\\\` ■ As identification and who did take an oath. mi1iu► `\``e u Oi * * ** * * * * * * * * * * * * * * ** L"(10P1ans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) as identification and who did take an oath. OTARY PUBLIC: rint: L /35ji t y ° �'` ar .,,,, iFLORIDA Lissette Amador y Commission Expires; ` Commission #DD765492 •,,,;,,.-°° Expires: JUNE 16, 2012 BONDED THRU ATLANTIC; BONDING CO4 INtl. *******, k***** **.*** it**9eie ,k**** ***** ************ Zoning Clerk checked HOLD HARMLESS Miami Shores Village Building and Zoning Department Miami Shores, Fl 33138 RE: Property located at (address 2nd °legal description) MI 017 -OI7i Date /3/D Gentlemen: As legal owner of subject property, I request the cancellation of permit number- issued to 'TOIL ,Pna. 6100 t nOap4. , f o r t h e following reason: Ow ' ® % ' - e . 1w-re - es to-ri ar- Date of last inspection: /moms aerveirAzA I hereby apply as owner- builder, or authorize (new contractor) At of tiketry Uai L`h0 to apply for such permits as necessary to construct or complete the construction on subject property. • I agree to hold Miami Shores Village, its agents and authorizectpersonnel harmless and relieve them from any responsibility or liability for any legal action or :damage, cosror expense (including attorney's fee) resulting from the cancellation of the existing permit or the issuance of a new permit. I furthermore assume responsibility for the correction, if required, of work performed under the permit for which I am requesting cancellation. Very truly yours Prime contractor if subcontractor change of STATE OF FLORIDA COUNTY OF DADE: The undersigned, being the first duly sworn, deposes and says that he /she is the legal owner of the above property. Sworn to and subscribed before me this , day of Notary Public, State of Florida at Large Miami Shores Village Building Department Change of Contractor Permit No. Owner's Name (Fee Simple Titleh Ider) Owner's Address Address W �`� �— 7111 ✓ l°+ City_ 1 4 State ft. Tenant/Lcssee Name Phone # ( 37, Zip 33,3e Phone #// Job Address (of where the work is being done) _ County Zip Legal Description // -• 9 Z.O s °' 017 . 0119 Contractor's Company Name 17 1-1941 AAle- aluo a , i L Contractor's Address O /t) t 77 IrT, City State Qualifier Describe Work: pi O1/ E. I.D --- co o L: pop ..ry 9N- 1S katztv 1 hereby certify that the work has been' abandoned and /or the contractor is unable or unwilling to complete contract. I hold the Building Official and the Village of Miami Phone # 6,5)z-73-711i Zip 53f 2Z Shores harmless legal i- �`ement. Signature Owner or Agent Contractor The fore mg instrument was acknowledged before me this (0 The foregoing instrument was acknowledged before me 14 this_ �'' day of 6 , 20 /6, by �a day of 20 SO , b itirAA 14 L �'�'t who is personally known to me, or who has produced i, /7 who is p sonally known to me o who has produced As ide ification and who did take an oath. \\\\�,�ttlHl l n tt!! /r,� NOTARY PUBLIC: •O‘ a Sign: Print: My Commission Expires; = ED. p C �6 �� 0 Rev. 09/19/03) to m �� G as identifi ti . and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission expires: MARIA M. LOPEZ -POW—State of Florida •= My Comm. Expires Jul 15, 2013 ' , Commission # DO 887897 Bonded Through National Notary Assn. ************ ***& Olde •F* wpm xrx Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date -157. MECHANICAL CRITIQUE SHEET 071057/- b Frow( ,Prly vi.ctA, Co 0 y�� o ,z L-Pt, 'CI 6c.., efn sn JOAA er�eo(le�67-' g641">\531S$ Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 1122 97 Street Miami Shores, FL 33138- Owner Information Address 1132050170170 Block: Lot: PETER ROSSI Phone Cell PETER ROSSI 1122 NE 97 ST MIAMI SHORES FL 33138 -2558 Contractor(s) TROPIC AIR CONDITION INC Phone (305)278 -7171 Cell Phone Valuation: Total Sq Feet: $ 15,000.00 0 Tons: Additional Info: A/C INSTALLATION Classification: Residential Approved: In Review Comments: Date Denied: Date Approved: : In Review Type of Work: Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $9.00 $3.00 $525.00 $3.00 $13.13 $553.13 Invoice # MC -9-08 -32829 Total Amt Paid Amt Due $ 553.13 5 553.13 $ 0.00 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Ventilation Final Rough Hood Rough Duct Smoke Test Duct Detector Test In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy July 01, 2009 Date July 01. 2009 1 :Miami Shores Village Bui1thn g Department artment 100.0 N.E.2nd Avenue, Miami Shores, Florida 33138 ` Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) !e L Phone Owner's Address /12y � 7 ` ."r: City #(441,11 tielf0.5 State FL_ Tenant/Lessee Name A E- MAIL: / `i e $4,1oe rel./ rfitiepa -). 16.5 Job Address (where the work is being done) City Miami Shores Village County Miami- Dade Zip FOLIO / PARCEL # i ; E a paw o AUG 2 5 2!8 Permit No. I C.O IS12_ Master Permit No. B' / 277 Zip 331343- Phone # Is Building Historically Designated YES NO Contractor's Company Name _ 1 CO,,) p iT7An7 . Contractor's Address 735 /kJ 77 Phone # ,Ip5) -7- -2 —7/ 7 / City Adi61 -rw1 State f. Zip 33/ 4 Qualifier Name 6F.ZALP /"li g.. Phone# aS,27eY -77?) State Certificate or Registration No. CM t._4V(4 7 f5' Certificate of Competency No. E -MAIL: /teas Jo a '14OPrt,*z -. 44 t Architect /Engineer's Name (if applicable) OP /4161417#415 P one # 954..51 �, Q� 33 .4�° .f.a6.r„e�='1'� �d�PO 191/ -ZO3 Square / Linear Footage Of Work: Value of Work For this Permit $ /51000 Type of Work: ['Addition Describe Work: Alteration ❑New ❑ .Repair /Replace Demolition xxxxxx xxxx xxxxx xxxxxxxxicxxxxxxxxlexxxxxr. Submittal Fee $ Permit Fee $ Notary $ Training /Education Fee $', Scanning $ Radon $ Bond $ Code Enforcement $ DPBR CCF$ xxxxxxxxxxx CO /CC Technology Fee $ Zoning $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable). Bonding Company's Address City State 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 installatii commenced prior to the issuance of a permit and that all work will be construction in this jurisdiction. .I understand that a separate permit must be WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR Ci, OWNER'S AFFIDAVIT: I certify that all the foregoing information is acc applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTI(� PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERT CONSULT WITH YOUR LENDER OR AN ATTORNEY COMMENCEMENT." Notice, to Applicant: As a condition to the issuance of a building permit w promise in good faith that a copy of the notice of commencement and con whose, properly is subject to attachme Also, a certified copy of the recoi for the first inspection which oc u/ even (7) 9 after the building p inspection will not be approv an a reinspec ary! Nuvue Industries, Inc. Page 1 of 2 'S••• rat • • 4••• • • ••••• • • ••••• ABOUT 0s ! cot, E A..•'.' C1PTAN WOOD TO CONCRETE VERSION CHAR I CAtAlOG I € A. CF JNIE Sd NVRT ;Flat and Twisted Rafter Ties LENGTH (in) 12 16 18 20 22 24 30 36 48 Product Code NVRT - 12 NVRT - 16 NVRT - 18 NVRT - 20 NVRT - 22 N V RT.__24 NVRT - 30 NVRT - 36 NVRT - 48 Gauge 14 14 14 14 14 14 14 14 14 Rout, aim 16d Fasteners TOTAL In each member* Flat Ties Twisted Ties 8 4 725 724 10 5 861 860 12 6 998 996 14 7 1135 1132 NVRT Twisted Rafter Ties to Concrete Tie Beam or Concrete Filled Masonry LENGTH (INCHES) Product Code Gauge 12 NVRT - 12 14 16 18 NVRT - 16 NVRT - 18 14 14 20 NVRT - 20 14 22 NVRT - 22 14 24 30 36 NVRT 24 NVRT - 30 NVRT - 36 14 14 14 48 NVRT - 48 14 KS • • • •••••• • • 000000 No of 16d nails to Wood Framing No. of 1/4 diameter Tapcons to Concrete Maximum Uplift Load (Ibs) 4 6 722 5 7 856 6 8 991 7 9 1125 http:// www. nu- vueindustries.com/raftertie,nhn ® t' fl Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT isb SUBJECT iO COMPLIANCE WITH ALL FEDERAL STATE AND 2L,UN Y RULES AND REGULATIONS 02 /22/10 Nuvue Industries, Inc. Page 2 of 2 a• azzal EOM • • • • •••• •• • • • • • • •• •• • erroaaamo •••• • • •• •• • •••• • • •••• • ••• • • • •• • • Notes: • • • • • 1) ITW tapcons shall be embedded a minimum of 1 1/4" into concrete tiebeam or tiebeam • • formed with concrete filled masonry. ITW tapcons shall have a min. edge distance of 2 4.0. • •••• and minimum spacing of 1 1/2" as shown. • •••• • 2) See General Notes. 3) All tapcons must be in the Same row spaced at 1 1/2" on centers. Do not use holes in the opposite row. Strap must be Icing enough to accommodate required tapcons. 4.)Tables are based on Miami lade NOA #08- 0326.11 and Florida Approval 599R4. NVRT Flat and Twisted Rafter Ties LENGTH (in) Product Code Gauge Box Size Price ADD TO CART 18 NVRT - 20 14 100 Pcs $55.00 1 Add :a Can 24 NVRT - 24 14 100 Pcs $65.00 1 Add :o Can NVRT Twisted Rafter Ties to Concrete Tie Beam or Concrete Filled Masonry LENGTH (in) Code Gauge Size Price ADD TO CART 18 NVRT - 20T 14 100 Pcs $58.00 1 Add :o Car: 24 NVRT - 24T 14 100 Psc $68.00 1 Add :o Can Nu -Vue Industries, Inc. 1055 East 29th Street Hialeah, FL. 33013 Telephone: (305) 694 -0397 Fax: (305) 694 -0398 info @nu- vueindustries.com 1 Shipping 1 Warranty 1 Shopping Cart 1- itn• //w arty nri_vi1PinductriPC enm /rafteirtip nhn •••••• • •• • • • • • • (17/77/1(1 • • • • • • • rata COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Prodex 330 -4060 Mall International Alajuela, Costa Rica SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER,$V1f fYs1G 140 WEST FLAGI.4R MEET, S1f1 1603 MIAMI? FLORIDA 0134 -1163 (305) 375 - 2010: fAX (305).312M39 www.miamid tI Tv/buldin code •• -- • • • •••• •••• • • •• •• • • • This NOA is being issued under the applicable rules and regulations governing the use 8f consiructi • materials. The documentation submitted has been reviewed by Miami -Dade County Product Control'„ • • • Division and accepted by the Board of Rules and Appeals • and • ppeals {BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Prodex Reflective Insulation. APPROVAL DOCUMENT: Drawing No.D- 1147020220 -1, Sheet 1 of 1, titled "Prodex Reflective Insulation, Double Furring Strip Application ", dated 12/28/01, with no revision, prepared, signed and sealed by David W. Yarbrough, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request the $t;ilc ng(f1 igl. • • • This NOA renews NOA # 02- 0717.07 and consists of this page 1, evidenc8,page� -1 bS 'u el3 as O�pttwal • ••• • • • • •• • • • • • document mentioned above. • • • • • • • • • •• ••• •• • • • • •• The submitted documentation was reviewed by Carlos M. Utrera, P.E. • ••• • ••• • • • • • • • •NW No: 011-.1215.1111 txprrationdatesD;cemb er•SAI012 • Approval hate: EFebruary 7, AN Page 1 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• Prodex NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •" • •••• • • • • • •• • • • A. DRAWINGS • • •• •• 1. Drawing No.D- 1147020220 -1, Sheet 1 of 1, titled "PRODEX REFLEC Z JNSULA1iION, DOUBLE FURRING STRIP APPLICATION," dated 12/28/01, with no•rerislon, prgpdd;8, signed and sealed by David W. Yarbrough, P.E. (Evidence Submitted under NOA # 02- 0717.07) B. TESTS Laboratory Test Date 1. Omega 15498 - 109773 ASTM D1929 10/31/01 2. RDS01009 ASTM D3310 12/11/01 3. RDS01007 ASTM C 1224 12/11/01 4. RD No number ASTM E -96 10/24/01 5. RDS01008 ASTM C -1224 12/11/01 6. Omega 15498 - 109357 ASTM E -84 08/28/01 7. RD No number ASTM C -1338 09/17/01 8. RDSO1005 ASTM C 1371 12/11/01 (Evidence Submitted under NOA # 02-071Z07) C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None •••• •••• • • •• •• • • • • • • • •• • • • • • • • • S'• atnre • J. Wtbougherty •1%. D. W. Yarbrough' VE. D. W. Yarbrough, PE. D. W. Yarbrough, PE. D. W. Yarbrough, PE. J. W. Dougherty, PE. D. W. Yarbrough, PE. D. W. Yarborough, PE F. STATEMENTS 1. Code compliance letter issued by R & D Services on 05/15/02, signed and sealed by D. W. Yarbrough, PE. 2. No-Financial Interest letter issued by R & D Services on 05/15/02, signed and sealed by D. W. Yarbrough, PE. 3. Distributor Agreement prepared by Sergio Luconi from Productos de Espunia. S.A. and Elmer L. Cook from Energy Conservation Distributors, Inc. and properly notarized. (Evidence Submitted under NOA # 02- 0717.07) G. OTHER •• ••• • • • • • 1. No change letter issued by Prodex, dated 11/30/07, signed by�Ser , L� e2nii A -141041 E -1 •• • • • „bid. • • • • • • Carlo: U4re�ra, I E. Pr uetControl :ranlhnr • • • • • • e5,2!•expiation b Ieecemb, 82 Approval Date: February 7, 2008 ••• • • • • • • • • • • • • • •• •• ••• • • • • •• • • • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • • ••• • •• •• • • • • • • • • ••• • • • • • • • • ••• • • • ••• • • ••• •• •• • • . • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • ••• • • • • • • •• • 4 D C A I• • P14:14 2 I)ISULATION A•1YklAt• INS'•PiL• ATMN NOMINAL 1' X 2' FURRING STRIPS %!; PRODEX REFLECTIVE INSULATION 3 I "I owl r •••• • • •••• •• • • • • • • • • • p... • • •••• • THIS 1S PROSES REFLECTIVE INSULATWN FUR INTERI0* USE UN V*yU�.,.%. VIU.L ••• CAVITIES, CRAWL SPACE APPLICATIONS AND IN BASEMENT APPLICATI HEX CONSISTS OF POLYETHYLENE CONN THICIO FOAN CORE VITH FOIL OM ilir SIDES. INSULATDIN PROPERTIES DESCRIPTION ENITTANCE TEST ASTN -01371 RESULTS EMI • • • ••• • • • • • 5/16• STAPLES ON 2' SPACING INTERIOR FINISH Y!';i4t 11:116i.4iLI1.Io3 31.111111111111LIAC C! i_al !Ic1.i!∎11: 1===11 131!!0+. git, ! VAR.!! NNOLI!1:Il?�_L1r�t! '""":_.• ❑' r / iiLl !r . lijail 117,1J,Ni' alil!kNS(r..LLHa ilia intili :aA1 elIMNEFi I i (f:,• 11 Fr ��YrcNJ HRFTE•F STu !;'i :Ii1h`i L+:�!�ytryi:al k! 4-, ri�: ASTN -C976 FOAM CORE PROF'EFITIE3 81 DESCRIPTION TEST RESULTS IBITrS FLASH I0*ZTION ASTN B19E9 7118•F SPONTANEOUS MUMS ASTN D19E9 7119 lowwwwa t 2•F STU •• AyIf2vi4a3 °Z ,zn! with Floli : t:,,'� • ,(c b;d• ` D IZOS �. 11113[L Mine, Ditdr.! int Dab* Divisloa • •• • • ►• •D • • • C B PRODEX --- COSTA RIGA NEAT TRAM 111•011MON MIN BLOCK WALL APPLICATION USING two DOUBLE FURRING STRIPS •PrjiS'^�i1011. """� �•+� te-2e- a o 4 r IPA' - i_, D- 1147020220 -1 3 2 1 A BRYNTESEN STRUCTURAL ENGINEERS CS _ zd_s iL �n - 3 2010 -u Structural Calculations for SLEEPER FASTENING FOR ROOF PATRICK LEE RESIDENCE MIAMI, FLORIDA April 2010 Submitted By: tots IIIIII illiI BRYNTESEN STRUCTURAL ENGINEE ,R V: c •• Ry. *; No 3 F •• to 0. ST o t 111 * op :�,�: noA [�� ®% Murray Bryntesen, P.E.�94mi yu% %``I® Florida License No. 37162 (7 7 t /1.) 3045 NORTH FEDERAL HIGHWAY, SUITE 80 • FORT LAUDERDALE, FLORIDA 33306 • TEL 954 -568 -1411 • FAX: 954-566 -9367 MECAWind Version 2.0.2.8 per ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2010 www.mecaenterprises.com Date Company Name Address City State File Location: : 4/26/2010 Project No. : Bryntesen Engineering Designed By . Description . Customer Name : Proj Location : Z: \Cadd Drawings \0 - Project Files \O'Donnell Dannwolf \Lee Residence \Calcs \wind - akc.wnd Detailed Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang at Eave= 2 Bldg Length Along Ridge = 113.50 Wind Load Design(Method 2) per ASCE 7 -05 = 146.00 mph Structure Type II Exposure Category = N/A Flexible Structure = 1.00 Kd Directional Factor • -9.50 Zg • 0.11 Bt = 0.15 Bm • 0.20 1 • 0.20 Zmin = 2.63 : 12 Slope of Roof(Theta) = 11.09 ft Type of Roof = 13.50 ft Eht: Eave Height 2.00 ft Roof Area ft Bldg Width Across Ridge= Building C No 1.00 900.00 ft 1.00 0.65 500.00 ft 15.00 ft 12.36 Deg Gabled 8.67 ft 3604.00 ft^ Gust Factor Category I Rigid Structures - Simplified Method Gust1: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht lzm: Cc *(33 /Zm) ^0.167 Lzm: 1 *(Zm /33) ^Epsilon Q: (1 /(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) 40.00 ft = 15.00 ft = 0.23 = 427.06 ft = 0.93 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/ -0.18 Figure 6 -6 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems(Method 2) B Kh: 2.01 *(Ht /Zg) ^(2 /Alpha) Kht: Topographic Factor (Figure 6 -4) Qh: .00256 *(V) ^2 *I *Kh *Kht *Kd Cpww: Windward Wall Cp(Ref Fig 6 -6) Roof Area Reduction Factor based on Roof Area = 0.85 • 1.00 - 46.32 psf • 0.80 = 3604.00 ft ^2 - 0.80 MWFRS -Wall Pressures Perpendicular to Ridge Wall Leeward Walls Side Walls Cp +GCpi (psf) -GCpi (psf) -0.50 -28.03 -0.70 -35.90 Top Elev Bot Elev KZ Kzt ft ft qz psf -11.35 -19.22 - Windward Wall- Total Shear Moment +GCpi -GCpi + / -GCpi Kip K -ft 13.50 3.50 10.00 .00 0.85 1.00 46.32 23.16 39.84 51.19 20.3 35.6 0.85 1.00 46.32 23.16 39.84 51.19 78.4 529.4 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot Elev' Roof Location Windward - Min Cp Windward - Max Cp Leeward Perp to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang (Windward only) Cp +GCpi(psf) - 0.63 -0.10 - 0.41 -0.63 -0.41 0.80 tams-Wall Pressures Parallel to Wall CP Leeward Walls -0.26 -33.14 -12.28 -24.48 -24.81 -16.14 31.50 Ridge +GCpi(psf) -18.50 - GCpi(psf) -16.47 4.40 -7.81 -24.81 -16.14 31.50 -GCpi (psf) -1.83 Side Walls -0.70 -35.90 -19.22 Top Elev Bot Elev KZ Kzt qz - Windward Wall- Total Shear Moment ft ft psf +GCpi -GCpi + / -GCpi Kip K -ft 13.50 3.50 0.85 1.00 46.32 23.16 39.84 41.66 5.8 10.2 10.00 .00 0.85 1.00 46.32 23.16 39.84 41.66 22.5 151.9 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot Elev' Roof - Dist from Windward Edge 0.0 ft to 5.5 ft 5.5 ft to 11.1 ft 11.1 ft to 22.2 ft 22.2 ft to 113.5 ft Cp +GCpi(psf) - GCpi(psf) -0.90 -43.77 -27.10 -0.90 -43.77 -27.10 -0.50 -28.03 -11.35 -0.30 -20.15 -3.47 MECAWind Version 2.0.2.8 ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2010 www.mecaenterprises.com Date : 4/26/2010 Project No. . Company Name : Bryntesen Engineering Designed By . Address Description . City Customer Name : State Proj Location : File Location: Z: \Cadd Drawings \0 - Project Files \O'Donnell Dannwolf \Lee Residence \Calcs \wind - akc.wnd at Gable Roof ? <8< =45 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 4 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp psf psf 10 sf 3.16 3.16 9.99 1 0.500 -0.900 31.499 - 50.029 20 sf 4.47 4.47 19.98 1 0.440 -0.870 28.714 - 48.636 50 sf 7.07 7.07 49.98 1 0.360 -0.830 25.025 - 46.791 100 sf 10.00 10.00 100.00 1 0.300 -0.800 22.235 - 45.396 10 sf 3.16 3.16 9.99 2 0.500 -1.700 31.499 - 87.087 L0 sf 4.47 4.47 19.98 2 0.440 -1.550 28.714 - 121! 50sf. 7.07 7.07 49.98 2 0.360 -1.351 25.025 - 70.901 100 sf 10.00 10.00 100.00 2 0.300 -1.200 22.235 - 63.925 10 sf 3.16 3.16 9.99 2H 0.500 -2.200 23.161 - 101.910 20 sf 4.47 4.47 19.98 2H 0.440 -2.200 20.376 - 101.910 50 sf 7.07 7.07 49.98 2H 0.360 -2.200 16.687 - 101.910 100 sf 10.00 10.00 100.00 2H 0.300 -2.200 13.897 - 101.910 10 sf 3.16 3.16 9.99 3 0.500 -2.600 31.499 - 128.777 20 sf 4.47 4.47 19.98 3 0.440 -2.420 28.714 - 1/0.42 50 sf 7.07 7.07 49.98 3 0.360 -2.181 25.025 - 109.354 100 sf 10.00 10.00 100.00 3 0.300 -2.000 22.235 - 100.984 10 sf 3.16 3.16 9.99 3H 0.500 -3.700 23.161 - 171.394 20 sf 4.47 4.47 19.98 3H 0.440 -3.339 20.376 - 154.684 50 sf 7.07 7.07 49.98 3H 0.360 -2.861 16.687 - 132.548 100 sf 10.00 10.00 100.00 3H 0.300 -2.500 13.897 - 115.807 10 sf 3.16 3.16 9.99 4 1.000 -1.100 54.661 - 59.293 20 sf 4.47 4.47 19.98 4 0.947 -1.047 52.202 - 56.834 50 sf 7.07 7.07 49.98 4 0.877 -0.977 48.944 - 53.576 100 sf 10.00 10.00 100.00 4 0.823 -0.923 46.480 - 51.113 200 sf 14.14 14.14 199.94 4 0.770 -0.870 44.019 - 48.651 10 sf 3.16 3.16 9.99 5 1.000 -1.400 54.661 - 73.190 20 sf 4.47 4.47 19.98 5 0.947 -1.294 52.202 - 68.271 50 sf 7.07 7.07 49.98 5 0.877 -1.153 48.944 - 61.756 100 sf 10.00 10.00 100.00 5 0.823 -1.047 46.480 - 56.829 200 sf 14.14 14.14 199.94 5 0.770 -0.941 44.019 - 51.906 Khcc:Comp. & Clad. Table 6 -3 Case 1 = 0.85 Qhcc:.00256 *V ^2 *I *Khcc *Kht *Kd = 46.32 psf MECAWind Version 2.0.2.8 per ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2010 www.mecaenterprises.com Date : 4/26/2010 Project No. Company Name : Bryntesen Engineering Designed By Address Description . • City Customer Name : State Proj Location : File Location: Z: \Cadd Drawings \0 - Project Files \O'Donnell Dannwolf \Lee Residence \Calcs \wind - akc.wnd Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang at Eave= 2 Bldg Length Along Ridge = 113.50 ft User Input Data: = 146.00 mph II • N/A 1.00 • 9.50 = 0.11 - 0.15 • 0.20 = 0.20 = 2.63 : 12 = 11.09 ft • 13.50 ft 2.00 ft Structure Type Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area = Building = C No = 1.00 = 900.00 ft = 1.00 = 0.65 = 500.00 ft = 15.00 ft = 12.36 Deg = Gabled = 8.67 ft = 3604.00 ft^ Bldg Width Across Ridge= 40.00 ft Main Wind Force Resisting System(MWFRS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg -GCpi = -0.18 Figure 6 -6 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems(Method 2) MWFRS -Wall Pressures Perpendicular to Ridge Wall Cp +GCpi (psf) -GCpi (psf) Leeward Walls -0.50 Side Walls -0.70 -28.03 -11.35 -35.90 -19.22 Top Elev Sot Elev Kz Kzt qz - Windward Wall- Total Shear Moment ft ft psf +GCpi -GCpi + / -GCpi Kip K -ft 13.50 3.50 0.85 1.00 46.32 23.16 39.84 51.19 20.3 35.6 10.00 .00 0.85 1.00 46.32 23.16 39.84 51.19 78.4 529.4 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot Elev' Roof Location Cp +GCpi (psf) Windward - Min Cp -0.63 Windward - Max Cp -0.10 Leeward Perp to Ridge -0.41 Overhang Top (Windward) -0.63 Overhang Top (Leeward) -0.41 Overhang (Windward only) 0.80 -33.14 -12.28 -24.48 -24.81 -16.14 31.50 MWFRS -Wall Pressures Parallel to Ridge - GCpi(psf) -16.47 4.40 -7.81 -24.81 -16.14 31.50 Wall Cp +GCpi(psf) - GCpi(psf) Leeward Walls -0.26 Side Walls -0.70 -18.50 -1.83 -35.90 -19.22 Top Elev Bot Elev Kz Kzt qz - Windward Wall- Total Shear Moment ft ft psf +GCpi -GCpi + / -GCpi Kip K -ft 13.50 3.50 0.85 1.00 46.32 23.16 39.84 41.66 5.8 10.2 10.00 .00 0.85 1.00 46.32 23.16 39.84 41.66 22.5 151.9 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot Elev' Roof - Dist from Windward Edge 0.0 ft to 5.5 ft 5.5 ft to 11.1 ft 11.1 ft to 22.2 ft 22.2 ft to 113.5 ft Cp +GCpi (psf) -GCpi (psf) -0.90 -43.77 -0.90 -43.77 -0.50 -28.03 -0.30 -20.15 -27.10 -27.10 -11.35 -3.47 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 4 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp psf psf 10 sf 3.16 3.16 9.99 1 0.500 -0.900 31.499 - 50.029 20 sf 4.47 4.47 19.98 1 0.440 -0.870 28.714 - 48.636 50 sf 7.07 7.07 49.98 1 0.360 -0.830 25.025 - 46.791 100 sf 10.00 10.00 100.00 1 0.300 -0.800 22.235 - 45.396 10 sf 3.16 3.16 9.99 2 0.500 -1.700 31.499 - 87.087 20 sf 4.47 4.47 19.98 2 0.440 -1.550 28.714 - 80.124 50sf 7.07 7.07 49.98 2 0.360 -1.351 25.025 - 70.901 100 sf 10.00 10.00 100.00 2 0.300 -1.200 22.235 - 63.925 10 sf 3.16 3.16 9.99 2H 0.500 -2.200 23.161 - 101.910 20 sf 4.47 4.47 19.98 2H 0.440 -2.200 20.376 - 101.910 50 sf 7.07 7.07 49.98 2H 0.360 -2.200 16.687 - 101.910 100 sf 10.00 10.00 100.00 2H 0.300 -2.200 13.897 - 101.910 10 sf 3.16 3.16 9.99 3 0.500 -2.600 31.499 - 128.777 20 sf 4.47 4.47 19.98 3 0.440 -2.420 28.714 - 120.422 50 sf 7.07 7.07 49.98 3 0.360 -2.181 25.025 - 109.354 100 sf 10.00 10.00 100.00 3 0.300 -2.000 22.235 - 100.984 10 sf 3.16 3.16 9.99 3H 0.500 -3.700 23.161 - 171.394 20 sf 4.47 4.47 19.98 3H 0.440 -3.339 20.376 - 154 ".684 50 sf 7.07 7.07 49.98 3H 0.360 -2.861 16.687 - 132.548 100 sf 10.00 10.00 100.00 3H 0.300 -2.500 13.897 - 115.807 10 sf 3.16 3.16 9.99 4 1.000 -1.100 54.661 - 59.293 20 sf 4.47 4.47 19.98 4 0.947 -1.047 52.202 - 56.834 50 sf 7.07 7.07 49.98 4 0.877 -0.977 48.944 - 53.576 100 sf 10.00 10.00 100.00 4 0.823 -0.923 46.480 - 51.113 200 sf 14.14 14.14 199.94 4 0.770 -0.870 44.019 - 48.651 10 sf 3.16 3.16 9.99 5 1.000 -1.400 54.661 - 73.190 20 sf 4.47 4.47 19.98 5 0.947 -1.294 52.202 - 68.271 50 sf 7.07 7.07 49.98 5 0.877 -1.153 48.944 - 61.756 100 sf 10.00 10.00 100.00 5 0.823 -1.047 46.480 - 56.829 200 sf 14.14 14.14 199.94 5 0.770 -0.941 44.019 - 51.906 SO ai■a<■N ■uNus ■mm• ■mi■■wli•■■R■ ■NN■■a►1ivaa■■■■N■■■N■ma umum■■ U i■w■Ni i i ~■ N■M ■■�■■ ■■M■■ ■NOMN■i■r ■■M r. s MMOM �■■ ■. ■■■ ■■■■ ■■l•NN■U■■■N ■NNN■w■NNNN■N ■ N■N■■■■l IM E`aN■■■ ■�i■NNNNN■mN ■■ NNNN■N■■N■ ■ ■NNi■N■N■ NN i - N■NN■NNN■NNMUMS UMUMUMMINUMMUMMUMMUMMUMM23PSOMUMVIWOMMANWSIMUMMOMMUMMUMMU wM N■NNN■ w ■ ■ ■NN ■■MP ■■ M�i PAMM�a:. ■ ■■ ■�■ON NE�: M M U= ■■■NN■ ■ NN N rN■Ni AI ■ v ■■ 211M A ■• SME a ag a• . 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I MUOMM ■ ■ ■ ■ ■■NR MNN■ l• ■ONME ■SMN■■■N ■■r ■N■N ■i■v■MEMMI N■■N ■ ■IN■UN■i■NN 1■N ■N■N ■ ■NiN ■NN■NNN ■■ NNNN N ■■N■ ■■ ■■■N ■EMMIU N■ ■■NN MNN ■iMr ■N■N ■OMMU ■■ ■N■ MMEMM ■NN ■Ni ii■NNiNNNNN■ ■■N■ I■■■■ m■NNN ■l► MMINNOw M■■N■NUNN MM N MEMNAMM l ■Nail marina iamsom wm Nvlrms► N slim N■ummlim ■ ■■■ i■N. immmem..maa.■ m■■ gym 1111.■ ■ ■NN ■m. mmenammummil NN.u■ NNi■NmNN ■N ■ ■i EMM ■■N N■m■mNM■■■■NN■NN■Niii IMMMa•w■N i ■■N■■NN■N ■NM■■■■N■N NN ■NN■NN■■NNNN■l�■N■N■■NOl■�INN■r MNiNNN ■l•N■■N ■NNN ■NN■M■NN ■l EMOMN■N■NNN ■N■■■ ■NNl•N ■iiN IMMEMMOMMOMMOMMEMMOMMUMMOMMOMMUMMOMMOMMUMM Murray G. Bryntesen PE 37162 BRYNTESEN STRUCTURAL ENGINEERS E B 5099 3045 N. FEDERAL HIGHWAY BUILDING #80 FT. LAUDERDALE, FL 33334 TEL (954) 568 1411 FAX (954) 568 -9367 e :mall address: bryntesenXbelIsouth.net PROJECT : : pt;Ve TITLE : DATE : PAGE Title : Dsgnr: Description : Scope : Job # Date: 2:06PM, 27 APR 10 Rev. 580004 User. KW- 0607042, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description sleeper General Timber Beam General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined U9xNry 4+�i � R-IL t �DL Section Name 2x4 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 3.500 in 1.500 in Sawn 1.330 Pin -Pin Center Span 2.00 ft Left Cantilever ft Right Cantilever ft Southern Pine, No.2 2 -4 Thick, 2 -4 W Fb Base Allow 1,500.0 psi Fv Allow Fc Allow E Lu Lu Lu 175.0 psi 565.0 psi 1,600.0 ksi 2.00 ft 0.00 ft 0.00 ft Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary DL DL DL #/ft #/ft #/ft LL LL LL 258.00 #/ft #/ft #/ft Span= 2.00ft, Beam Width = 3.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max © Left Support Max @ Right Support Max. M allow fb 1,179.43 psi Fb 1,995.00 psi Depth = 1.5in, Ends are Pin -Pin 0.591 : 1 0.1 k -ft 0.2 k -ft at 1.000 ft at 0.000 ft 0.13 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 0.22 fv Fv 64.87 psi 232.75 psi Maximum Shear * 1.5 Allowable Shear. Reactions... Left DL Right DL Camber. 0.00 k 0.00 k Beam Design OK 0.3 k 1.2 k @ Left 0.26 k @ Right 0.26 k @ Left 0.000 in @ Center 0.000 in @ Right 0.000 in Max 0.26 k Max 0.26 k Deflections Center Span... Dead Load Deflection 0.000 in ...Location 2.000 ft ...Length/Defl 0.0 Camber ( using 1.5 * D.L. Defl ) ... @ Center 0.000 in @ Left 0.000 in @ Right 0.000 in Total Load -0.059 in 1.000 ft 406.99 Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ... Length/Defl Dead Load Total Load 0.000 in 0.0 0.000 in 0.0 0.000 in 0.0 0.000 in 0.0 Stress Calcs Bending Analysis Ck 22.967 Le Cf 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysts Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 3.679 ft 2.325 Max Moment 0.13 k-ft 0.00 k -ft 0.00 k -ft @ Left Support 0.34 k 1.463 in2 232.75 psi 0.26 k 0.26 k Sxx CI 1.313 in3 0.000 Sxx Req'd 0.78 in3 0.00 in3 0.00 in3 @ Right Support 0.34 k 1.463 in2 232.75 psi Bearing Length Req'd Bearing Length Req'd Area 5.250 in2 Allowable fb 1,995.00 psi 1,995.00 psi 1,995.00 psi 0.130 in 0.130 in Title : Dsgnr. Description : Scope: Job # Date: 2:06PM, 27 APR 10 Rev: 580004 User. KW- 0807042, Ver 5.8.0, 1 -Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description sleeper Query Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear 0.26 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in DOWEL -TYPE FASTENERS Table 11.3.2A Assigned ° Specific Gravities Species Combination Aspen Balsam Fir Beech - Birch - Hickory Specific' Gravity G 0.39 0.36 0.71 Douglas Fir -Larch (North) Douglas Fir -South Eastern Hemlock 0.49 0.46 0.41 Eastern Softwoods Eastern Spruce Eastern White Pine 0.36 0.41 0.36 • Mixed Maple Mixed Oak Mixed Southern Pine 0.55 0.68 0.51 Northern Species Northern White Cedar Ponderosa Pine 0.35 0.31 0.43 Redwood, close grain Redwood, open grain Sitka Spruce 0.44 0.37 0.43 Western Cedars Western Cedars (North) Western Hemlock 0.36 0.35 0.47 Specific' Gravity Species Combinations of MSR and MEL Lumber G Douglas Fir -Larch E= 1,900,000 psi and lower grades of MSR E= 2,000,000 psi grades of MSR E= 2,100,000 psi grades of MSR 0.50 0.51 0.52 Engelman Spruce= Lodgepole Pine 1500f and lower grades of MSR 1650f and higher grades of MSR Hem -Fir E= 1,500,000 psi and lower grades of MSR E= 1,600,000 psi grades of MSR E= 1,700,000 psi grades of MSR 0.38 0.46 0.43 0.44 0.45 E= 2,100,000 psi E= 2,200,000 psi E= 2,300,000 psi E= 2,400,000 psi Southern Pine E= 1,700,000 psi E= 1,800,000 psi Spruce- Pine -Fir E= 1,700,000 psi E= 1,800,000 psi E= 2,000,000 psi grades of MSR grades of MSR grades of MSR grades of MSR and lower grades of MSR and MEL and higher grades of MSR. and MEL and lower grades of MSR and MEL and 1,900,000 psi grades of MSR and MEL and higher grades of MSR and MEL 0.49 0.50 0.51 0.52 0.55 0.57 0.42 0.46 0.50 1. Specific gravity based on weight and volume when oven -dry. Different specific gravities (G) are possible for different grades of MSR and MEL lumber (st Table 4C, Footnote 2). AMERICAN WOOD COUNCIL NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 69 AR 11.2.2 Wood Screws 11.2.2.1 The withdrawal value, in lb. /in. of penetration, for a single wood screw (cut thread or rolled thread) inserted in side grain, with the wood screw axis perpendicular to the wood fibers, shall be determined from Table 11.2B or Equation 11.2 -2, within the range of spe- cific gravities and screw diameters given in Table 11.2B. Nominal design values, W, shall be multiplied by all ap- plicable adjustment factors (see Table 10.3.1) to obtain allowable design values, W. W = 2850 G2D (11 2 -2) 11.2.2.2 Wood screws shall not be loaded in with- drawal from end grain of wood. 11.2.2.3 When wood screws are loaded in withdrawal, the allowable tensile strength of the wood screw at net (root) section shall not be exceeded (see 10.2.3). 11.2.3 Nails and Spikes 11.2.3.1 The withdrawal design value, in lb./in. of penetration, for a single nail or spike driven in the side grain of the main member, with the nail or spike axis per- pendicular to the wood fibers, shall be determined from Table 11.2C or Equation 11.2 -3, within the range of spe- cific gravities and nail or spike diameters given in Table 11.2C. Nominal design values, W, shall be multiplied by all applicable adjustment factors (see Table 10.3.1) to obtain allowable design values, W. W = 1380 G512 D (11.2-3) 11.2.3.2 Nails and spikes shall not be loaded in with- drawal from end grain of wood. 11.2.4 Drift Bolts and Drift Pins Drift bolt and drift pin connections loaded in with- drawal shall be designed in accordance with principles of engineering mechanics Table 11.28 Cut Thread or Rolled Thread Wood Screw Withdrawal Design Values (W)1 Tabulated withdrawal design values (W) are in pounds per inch of thread penetration into side grain of main member. Thread length is approximately 2/3 the total wood screw length (see Appendix L). Specific Gravity G Wood Screw Number 6 7 8 9 10 12 0.73 209 229 249 268 288 327 14 16 18 20 24 ,367 406 446 485 564 250 284 182 207 141 160 237 130 147 0.46 114 130 100 114 0.41 MEN 178 #..saw.. 1. Tabulated withdrawal design values (W) for wood screw connections shall be multiplied by all applicable adjustment factors (see Table 10.3.1). AMERICAN FOREST & PAPER ASSOCIATION SU3N31Sdd 3dA1-13M0a 11