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14-0776 (RPL)4 P.O. BOX 1504 ^' VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING•& SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 6/09/14 Application Number: 14-00000776 Owner: Property Address: 81919 THOROUGHBRED TR BRUCE THORLAKSON APN: 767-200-999-25 -312024- 81919 THOROUGHBRED Application description: PATIO COVER - RESIDENTIAL LA QUINTA, CA 92253 Property Zoning: LOW DENSITY RESIDENTIAL (760) 777-9920 Application valuation: 3.600 1 D jfl Contractor:E Applicant: Architect or Engineer: GOLD STAR CSTM PTG LQ SPA IO CO L - 2.9 f -42335 WASHINGTON ST #'363 Cy PALM DESERT, CA 92211.rlra9?-�1Q(jLN7A (760) 574-1043 Lic. No.: 855623 L LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I a licensed under provisions of Chapter 9 (commencing with I hereby affirm. under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business a d rof ionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workerscompensation, as provided License Cl ss: C33 C51 License No.: 855623 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Date: Contractor: - _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation OWNER BUILDER DECLARATION insurance carrier and policy number are: I hereby affirm under penalty of perjury that 1 am exempt from the Contractor's State License Law for the Carrier PREFERRED EMPLR Policy Number WKN1438264 following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to b me subject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if 1 should bec e�subje the workers' compensation provisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or , 3700 of the Labor Code, Is 11 fo t omply with those provisions. that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by •any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)•: Date: Applicant: 1 _ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and - the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The WARNIN FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and -who does the work himself or herself through his or her own employees, provided that the - DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ' 1 _ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner -of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPERMIT APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. - 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the bove inf ation is orrect. I agree to comply with all city and cou ty ordinances and state laws relating to build g co r tion, and ereby authorize representatives - ,4 this coun to enter upon the above-mentioned prop fo n cY n purp es. �- } Date: Signature (Applicant or Agent): Application Number . . . . . 14-00000776 Permit . . . PATIO COVER 2013 Additional desc . Permit Fee . . . . 95.81 Plan Check Fee _. .00 Issue Date . . . . Valuation . . . . 3600 Expiration Date 12/06/14 Qty Unit Charge Per Extension 1.00 95.8100 EA MISC PATIO COVER, STD 95.81 ---------------------------------------------------------------------------- Special Notes and Comments PATIO COVER - 263SQ FT METALS BUILDING MATERIALS PATIO COVER IN BACKYARD 2013 CALIFORNIA BUILDING CODE. ---------------------------------------------------------------------------- Other Fees BLDG STDS ADMIN (SB1473) 1.00 PLAN CHECK, PATIO COVER 94.38 STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited ---------- Due ----------------------------------------------- Permit Fee Total 95.81 .00 .00 95.81. Plan Check Total .00. .00 .00 .00 Other Fee Total 95.88 .00� .00 95.88 Grand Total 191.69 .00 .00 191.69 LQPERMIT Bin # City of La Quint Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # 14 Project Address:� Owner's Name:e-pflaY�v,r� A. P. Number. Address: Legal Description: -114-witulaocl / D Oi1tGr City, ST, Zip: Contractor: (, f cb Te phone: Address: Z�3S" w(,�� i �D Slt �� f3� Project Description City, ST, Zip: Gin 4'� `` Telephone: '� i rr.L'Ci fli fi'/.•J - N.'•inbh State Lie. # City Lie. #; Arch, Engr., Designer Address: City., ST, Zip: Telephone: State Lie. #:?,''` -"R`'= W. r $.V r fir 4 }-r Constru ction Type: Occupancy: . Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: Sq. Ft: �` Co,0 # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: j APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRAC I NG PERMIT' FEES Plan Sets Plan Check submitted Item Amount Structural Cala. Reviewed, ready for corrections Plan Check Deposit Truss Cala. Called Contact Person Plan Check Balance.. Title 24 Cities. Plans picked up Construction Flood plain pian Plans resubmitted Mechanical Grading plan 21 Review, ready for corrections/issue Electrical Subcoutactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.L H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''d Review, ready for correctionsfimue Developer Impact Fee Planning Approval Called Contact Person A.LP.. Pub. Wks. Appr Date of permit issue Schodl Fees Eft Total P-LPM4 20 OF OOMMUNM DE QUINTA - ELOPMENT • a 1xanch® Santana c/o Desert Management, PO Box 799, Rancho Mirage, G4 92270 Tel: (760) 862-1202 Fax: (760)862-1210 Email: abaca@desertmanagement.com May 27, 2014 J Bruce'& Marcy Thodakson 31 Summit Pointe Dr, RR 3 Dewinton AS TOL OXO Canada Re: Property Address; 81-919-Thoroughbred.Trall Architectural Approval Dear Homeowner. Please be advised that the Architectural Committee has approved your architectural request according to the form you submitted on 4/24H4 to add Pergola in the back yard of your home. Architectural approval of plans does not constitute a representation, warranty, or 'guarantee that such plans and specifications comply with engineering design practices or zoning and building ordinances, or other governmental agency regulations or restrictions. The Architectural Committee shall not be responsible for reviewing, nor shall its approval of any plan or design, be deemed approved from the standpoint of structural safety or conformance with building or other codes. By approving such plans and specifications, neither the Architectural Committee, Board of Directors or the Dedarant assumes any liability or responsiblity therefore or for any defect in the construction or improvement from, such plans or specifications. Should you have any questions, please feel fee to contact me at 760-862-1202 or We email to abaca@desertmanagement. com. Sincerely, f Anjannette Baca, CCAM - Community Association Manager On Behalf of Rancho Santana Homeowners Association Inc. CC: File - 65-7012.5 Board LATTICE COVER 2.0 POST SPACINGS FOR PATIO ANn rOMMFRCIAL COVERS NORMAL WIND AREA! TABLE 2.6 Double 16 GA 3x8 Steel C Beam LA21 Double 14 GA 3x8 Steel C Beam LA21 Double 12 GA 3x8 Steel C Beam LA21 G Attached Single Freestanding of 32 Attached SinglE Freestanding of G Attached Freestanding of 32 34 Span Structure Multispan Units 31 Span Structure Multispan Units 34 Structure Multispan Units GROUND TRIB MAX MAX 29 32 MAX POST LENGTH MAX H 30 MAX POST LENGTH MAX 34 29'-5" MAX POST LENGTH SNOW WIDTH POST POST MIN FOOTER 8' I 12' 1 15' POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' LOAD (FT) SPACING SPACIN POST SIZE CONSTRAINED FOOTEF SPACING POSI SIZE CONSTRAINED FOOTES SPACING POS SIZE CONSTRAINED FOOTEI (PSF) 30 ON SLAB (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" d" I "d" I (FT) TYPE "d" "d" d" d" I 33 n/a (FT) 5'-1" 20'-11" (in) (in) (in) (in) 30 31 (in) (in) (in) (in) H 32 (in)(in) (in) (in) 11, IVIPH EAl1UJ1jKt 1. or 1 Ju MPH tXPUSURE B 20 5 7-1" 24'-9" G 29 29 32 34 26-8" G 29 29 32 34 30'-4" H 31 31 32 34 LIVE 5.5 6-5" 23'-7" G 29 29 32 34 25'-10" H 30 30 32 34 29'-5" H 31 31 32 34 MIN 6 5'-11" 27-7" H 30 30 31 33 25'-1" H 31 31 32 34 28'-6" H 32 32 32 33 CONSTRAINED FOOTEF 6.5 5'-5" 21'-9" H 30 30 31 33 24'-5' H 31 31 32 34 27'-9" 1 33 33 33 33 n/a 7 5'-1" 20'-11" H 30 30 31 33 23'-7" H 32 32 32 34 27'-1" 1 33 33 33 33 n/a 7.5 4'-9" 20'-2" H 31 31 31 32 22'-10" H 32 32 32 33 26-6" 1 34 34 34 34 8 4'-5" 19'-6" H 31 31 31 32 22'-1" H 32 32 32 33 25'-11" 1 34 34 34 34 8.5 4'-2" 18'-11" H 31 31 31 32 21'-5" 1 33 33 33 33 25'-5" 1 35 35 35 35 9 3'-11" 18'-0" H 32 32 32 32 20'-10" 1 33 • 33 33 33 24'-11" 1 35 35 35 35 9.5 3-9" 17'-9" H 32 32 32 32 20'-4" 1 33 33 33 33 24'-6" J 35 35 35 35 10 3'-6" 17'4" H 32 32 32 32 19'-9" 1 34 34 34 34 24'-1" J 36 36 36 36 10.5 3'-4" 16-10" H 32 32 32 32 19'-4" 1 34 34 34 34 23'-8" J 36 36 36 36 11 3-2" 16'-5" 1 33 33 33 33 18'-10" 1 34 34 34 34 23'-3" J 37 37 37 37 11.5 3'-1" 16'-0" 1 33 33 33 33 18'-5" 1 34 34 34 34 22'-9" K 37 37 37 37 12 2'-11" 15'-8" 1 33 33 33 33 18'-0" 1 35 35 35 35 22'-4" K 37 37 37 37 13 2'-8" 14'-11" 1 I 1 33 1 33 1 33 1 33 17'-3" 1 I 1 35 35 1 35 1 35 21'-6" 1 K 38 1 38 38 38 IrF.7Pl IN; r�_gsemel V M11:1 25 5 5'-9" 23'-2" H 25 .26 29 31 24'-8" H 26 26 29 31 28'-1" H 27 27 29 31 Span structure 5.5 5'-2" 22'-5" H 26 26 29 30 23'-11" H 26 26 29 31 27'-2" 1 27 27 29 30 MIN 6 4'-9" 21'-10" H 26 26 28 30 23'-3" H 27 27 29 31 26'-5" 1 28 28 28 30 CONSTRAINED FOOTEF 6.5 4'S" 21'-2" H 27 27 28 30 22'-T' 1 27 27 29 31 25-9" 1 28 28 28 30 n/a 7 4'-1" 20'-5" H 27 27 28 30 22'-1" 1 28 28 29 30. 25'-1" 1 29 29 29 30 n/a 7.5 3'-10" 19'-8" 1 27 27 28 30 21'-7" 1 28 28 28 30 24'-6" J 29 29 29 30 8 3'-7" 19'-0" 1 27 27 28 29 21'-1" 1 28 28 28 30 24'4" J ' 30 30 30 30 8.5 3'-4" 18'-5" 1 28 28 28 29 20'-8" 1 29 29 29 30 23'-6" J 30 30 30 30 9 3'-2" 17'-10" 1 28 28 28 29 20'-4" J 29 29 29 30 23'-1" J 30 30 30 30 9.5 3'-0" 17'4" 1 28 28 28 29 19'-10" J 29 29 29 30 22'-8" K 31 31 31 31 10 2'-10" 16-10" 1 28 28 28 29 19'4" J 30 30 30 30 22'-3" K 31 31 31 31 10.5 2'-8" 16'-5" 1 29 29 29 29 18'-10" J 30 30 30 30 21'-11" K 31 31 31 31 11 2'-7" 164" 1 ' 29 29 29 1 29 18'-5" J 30 30 30 1 30 21'-7" K 32 32 32 32 11.5 2'4" 15'-7" 1 29 29 29 29 18'4" 1 J 30 1 30 30 30 1 1 21'-3" K 32 1 32 32 32 115 MPH EXPOSURE G or 130 MPH EXPOSURE. B 25 5 5'-9" 23'-2" H 28 28 31 33 24'-8" H 29 29 32 34 28'-1" H 30 30 31 33 Span structure 5.5 5'-2" 22'-5" H 29 29 31 33 23'-11" H 29 29 32 34 27'-2" 1 31 31 31 33 MIN 6 4'-9" - 21'-10" H 29 29 31' 33 23'-3" H 30 . 30 31 33 26'-5" 1 31 31 31 33 CONSTRAINED FOOTEF 6.5 4'S" 21'-2" H 30 30 31 33 22'-7" 1 30 30 31 33 25'-9" 1 32 32 32 33 n/a 7 4'-1" 20'-5" H 30 30 31 33 22'-1". 1 31 31 31 33 25'-1" 1 32 [ 32 32 33 n/a 7.5 T-10" 19'-8" 1 31 31 31 32 21'-7" 1 31 31 31 33 24'-6" J 33 33 33 33 8 3'-7" 19`4" 1 31 31 - 31 - 32:1. _21'-.l`__ kf,: ;%i=32 32• . : 32 33 24'-0" J 33 33 .. _:33 33' 8.5 . '.:"3.4". 18'-5" 1 31 : .31 31 32 20'-8"'" a"I- 32 32 32 33 231-6" J 34 34 34 34 9 3'-2" 17'-10" 1 31 31 31 32 20'-4" J 33 33 33 33 23'-1" J 34 34 34 34 9.5 3'-0" 17'-4" 1 32 32 32 32 19'-10" J 33 33 33 33 22'-8" K 35 35 35 35 10 2'-10" 16'-10" 1 32 32 32 32 19'-4" J 33 33 33 33 22'-3" K 35 35 35 35 10.5 2'-8" 16-5" 1 32 32 32 32 18'-10" J 34 34 34 34 21'-11" K '35 35 35 35 11 2'-7" 16'-0" 1 32 32 32 32 18'-5" J 34 - 34 34 34 21'-7" K 36 36 36 36 11.5 2'-6" 15'-7" 1 33 33 33 33 18'-0" J 34 34 34 34 21'-3" K 36 36 36 36 12 2'-4" 15'73" 1 J 33 33 1 33 33 17'-7" K 34 34 34 34 21'-0" K 36 36 36 36 ULNtKAL INJ I KU I IUNJ r'UK I M=0r I AMLtb 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20 PSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARS PAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 2.6 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.6 ICC ESR 1953 (2012 IBC) 2/24/2014 TABLE 2.6 Double 16 GA 3x8 Steel C Beam LA21 Double 14 GA 3x8 Steel C Beam LA21 Double 12 GA 3x8 Steel C Beam LA21 1 Attached SingiE Freestanding o1 26 Attached Single Freestanding of K Attached Single Freestanding of 27 29 Span Structure Multispan Units 24 Span Structure Multispan Units 29 Span structure Multispan Units GROUND TRIB MAX MAX ' 23 26 MAX POST LENGTH MAX K 23 MAX POST LENGTH MAX 29 20'-4" MAX POST LENGTH SNOW VIADTH POST POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' 1 • 12' I 15' POST 014 FOOTER 8' I 12' I 15' LOAD (FT) SPACING SPACINC POSI SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEf (PSF) 23 ON SLAB (FT) TYPE "d" "d" "d" I "d" I (FT) TYPE "d" "d" d" I "d" I (FT) TYPE "d" "d" "d" d" I 28 n/a (FT) 1'-9" 12'-8" (i n) (in) (in) (in) 23 25 (in) I (in) (in) (in) K 24 (in) I (in) (in) (in) 11 S MPH rYPORI IRF R 60 5 2'-5" 15'-6" 1 22 24 26 28 17'-10" K 23 24 27 29 21'-0" K 24 24 27 29 0' 5.5 2'-2" 14'-8" J 22 23 26 28 16-11" K 23 24 27 29 20'-4" L 25 25 27 29 7' 6 T-0" 13'-11" J 22 23 26 28 16'-2" K 24 24 27 28 191-91, L 25 25 27 28 10.5' 6.5 1'-10" 13'-3" J 23 23 26 27 15'-5" K 24 24 26 28 19'-2" L 26 26 26 28 n/a 7 1'-9" 12'-8" K 23 23 25 27 14'-9" K 24 24 26 28 18'-9" L 26 26 26 28 n/a 7.5 1'-7" 12'-2" K 123 23 25 27 14'-2" K 24 24 26 28 16-2" L 26 26 26 28 8 1'-6" 11%8" K 23 23 25 27 13'-8" L 25 25 26 27 17'-8" L 27 27 27 28 8.5 1'-5" 11'-3" K 24 24 25 26 13'-2" L 25 25 26 27 17'-1" L 27 27 27 28 9 1'-4" 10'-10" K 24 24 25 . 26 12'-9" L 25 25 25 27 16'-8" L 27 27 27 27 9.5 1'4" 10'-6" K 24 24 24 26 12'-4" L 25 25 25 27 16-2" L 28 28 28 28 10 V-2" 10'-2" K 24 24 24 26 11'-11" L 25 25 25 27 15'-9" M 28 28 28 28 10.5 1'-2" 9'-10" K 24 24 24 26 11'-7" L 25 25 25 27 1 15'-4" M 28 1 28 28 1 28 ii4'111i I J7�y3Y�1.9�I:]Y�.TikLI�GIJ:�D31r7.YU:77e 60 5 T-5" 15'-6" 1 25 26 29 31 17'-10" K 26 27 30 32 21'-0" K 27 27 29 31 0' 5.5 T-2" 14'-8" J 25 25 28 30 16-11" K 26 26 29 31 20'-4" L 28 28 29 31 7' 6 T-0" 13'-11" J. 25 25 28 30 16-2" K 27 27 29 31 19'-9" L 28 28 29 31 10.5' 6.5 1'-10" 13'-3" J 26 26 28 30 15'-5" K 27 27 ' 29 31 19'-2" L 29 29 29 31 n/a 7 1'-9" 12'-8" K 26 26 28 30 14'-9" K 27 27 29 30 18'-9" L 29 29 29 31 n/a 7.5 1'-7" 12'-2" K 26 26 27 29 14'-2" K 27 27 28 30 18'-2" L 30 30 30 30 8 1'-6" 111-8" K 26 26 27 29 13'-8" L 28 28 28 30 17'-8"L 30 30 30 30 8.5 1'-5" 11'-3" K 26 26 27 29 13'-2" L 28 28 28 30 1T-1" L 30 30 30 30 9 1'-4" 10'-10" K 27 27 27 29 12'-9" • L 28 28 28 30 16'-8" L 31 31 31 31 OVER- HANG Post Description TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) POST Detail Code ' # 0.024"x3"xT' Post w/ Sideplat (FT) 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 0' 4'. 4.5' 5' 5.5' 6' 6.5' 7' 7.5" 8' 8.5' 9' 9.5' 10' 10.5' 1' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8'' 8.5' 9' . 9.51 10' ..10.5' 32" 11' 2'5 ' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' lo., 10.5' 11' 11.5' 3' Na n/a n/a n1a 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 4' Na n/a n/a n/a n/a We n/a Na 10' 10.5' 11' 11.5' 12' 12.5' 5' Na n/a n/a n/a n/a n/a n/a n/a n/a n/a Na n/a 12.5' 13' TABLE 2.3 Post Requirements • for Attached Single Span Structures Post Description Max Hgt POST Detail Code ' # 0.024"x3"xT' Post w/ Sideplat 12' C LA22 AIuW.0:032"x3"x3"TL-ockseam .:11'?: D LA15 Alum 0.040'`x3"ix3" Lockseam 11' E-� LA15 Alum 0.055"x3"x3" Fluted 10' F LA19 Alum 0.075"x3"x3" Square 10' G MU49 Steel 0.043"x3"x3" Lockseam 12' H LA15 Alum 0.120"x3"x3" Square 10' 1 LA20 Steel 0.043"xWx3" Lockseam 10' J LA15 Alum 0.120"x4"x4" Square 12' K I LA20 3/16"x3"x3" Steel Square 14' LLA17 10' 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 2.6 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 10. USE THE APPROPRIATE DETAILS. DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL LA36 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISC5 FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.6 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 17 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carloutnam[a)comcast.net TABLE 2.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Footing -Max Height POST Code Detail # Steel 0.043"x3"x3". Lockseam d= 20" 8' ..0 - •LA15 Steel 0.043"x3"x3" Lockseam d=_; 22'.- s-8'-=-".- -=;B. r ,4tA-15 Alum 0.120"x3"x3" Square d= 25" 8' • - D' > LA20 Alum 0.120"x3"x3" Square d= 27" 8' B LA20 Alum 0.120"x4"x4" Square d= 28" 8' E LA20 3/16"x3"x3" Steel Square d= 29" 13' F LAI 7 Alum 0.120"x4"x4" Square d= 32" 10' E LA20 3/16'x3"x3" Steel Square d= 32" 10' G LA17 3/16"x4"x4" Steel Square d= 35" 14' 1 LA17 3/16"x4"x4" Steel Square d= 38" 10' J LA17 3/16"x5"x5" Steel Square d= 42 14' K LA17 3/16"x6"x6" Steel Square d= 47" 15' L LA17 Metals Building Products 5005 Veteran's Memorial Hwy Holbrook, NY 11741 (631) 563-4000 FEB 24 2014 a I NGS FOR PATIO AND COMM MGI WINr1 APPA, TABLE 2.6 Double-16"GA 3z8 Steel C Beam CN21'1 Double 14 GA 3x8 Steel C Beam LA21 Double 12 GA 3x8 Steel C Beam LA21 :],Span Attached Single' e Freestanding-ol' 3132'-7" Attached SinglE Freestanding o1 F Attached Freestanding of 31 32 Stnutur Multispan Units 29 Span Structure Multispan Units 31 - Structure Multispan Units GROUND TRIS MAX MAX " ~.r MAX POST LENGTH MAX F 29 MAX POST LENGTH MAX 31 35'-2" MAX POST LENGTH SNOW WIDTH POST POST MIN FOOTER 8'I' 12' 15' l POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' LOAD (FT) SPACING SPACINC. POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEf (PSF) 29 ON SLAB (FT) TYPE "d" "d" d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE"d" 31 "d" "d" 30 13'-10" (FT) 9'-8" 26'-1" (in) (in) (in in 30 30 (in) (in) (in) (in) F 30 (in) (in) (in) (in) 10 5 13'-7" 30'-11" F 28 28 3132'-7" .31 _.: 32'-7" F 28 28 31 32 36'-0" F 29 29 30 31 - LIVE 5.5 12'-4" 30'-1" P 2v 28 31 31 31'-9" F 29 29 31 31 35'-2" F 30 30 30 31 MIN 6 11'-4" -30'-1" 29'=4" F 29 29 30 30 31'-0" F 29 29 31 31 34'-4" F 30 30 30 31 CONSTRAINED FOOTEP 6.5 10'-5" 28'-8" F 29 29 30 30 30'-4" F 30 30 31 31 33'-8" G 31 31 31 30 13'-10" 7 9'-8" 26'-1" F 30 30 30 30 29'-9" F 30 30 30 31 33'-0" G 32 32 32 30 26 7.5 9'-1" 27'-6" F 30 30 30 30 29'-2" G 31 31 31 31 32'-5" G 32 32 32 30 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 8 8'-6" 26'-11" G 31 31 31 30 28'-7" G 31 31 31 30 31'-10" G 33 33 33 30 T-0" 8.5 8'-0" 26'-2" G 31 31 31 29 28'-1" G 32 32 32 30 31'-4" H 33 33 33 31 28 9 T-6" 25'-6" G 31 31 31 29 27'-8" G 32 32 32 30 30'-10" H 33 33 33 31 30 9.5 T-2" 24'-10" G 32 32 32 29 27'-2" H 33 33 33 30 30'-4" H 34 34 34 32 1'-11" 10 6'-9" 24'-2" G 32 32 32 29 26'-8" H 33 33 33 30 29'-11" H 34 34 34 32 29 10.5 6'-5" 23'-7" G 32 32 32 29 26'-3" H 33 33 33 30 29'-6" H 35 35 35 32 11 6'-2" 23'-1" G 33 33 33 29 25'-10" H 34 34 34 30 29'-2" H 35 35 35 33 11.5 5'-11" 22'-7" H 33 33 33 - 25'-4" H 34 34 34 31 28'-9" H 36 36 36 -46-- 012 12 5'-8" 22'-1" H 33 33 33 29 24'-10" H 34 34 34 31 28'-5" H 36 36 36 33 13 5'-2" 21'-2" H 33 33 33 30 23'-11" H 35 35 35 31 27'-9" 1 37 37 37 34 14 4'-10" 20'-5" H 34 34 34 30 23'-1" H 35 35 35 32 27'-1" 1 37 37 37 34 15 4'-6" 19'-8" H 34 34 34 30 11 22'-4" H 1 36 36 36 32 11 26'-6" 1 38 38 38 34 10 5 13'-7" 30'-11" F 31 31 34 .31 _.: 32'-7" F 32 32 34 32 36'-0" F 33 33 33 31 - LIVE 5.5 12'-4" 30'-1" F 32 32 33 31 31'-9" F 32 32 34 31 35'-2" F 33 33 33 31 MIN 6 11'-4" 29'-4" F 32 32 33 30 31'-0" F 33 33 34 31 34'-4" F 34 34 34 31 CONSTRAINED FOOTEP 6.5 10'-5" 28'-8" F 33 33 33 30 30'-4" F 34 34 34 31 33'-8" G 35 35 35 30 13'-10" 7 9'-8" 28'-1" F 34 34 34 30 29'-9" F 34 34 34 31 33'-0" G 35 35 35 30 26 7.5 9'-1" 27'-6" F 34 34 34 30 29'-2" G 35 35 35 31 32'-5" G 36 36 36 30 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 8 8'-6" 26-11" G 35 35 35 30 28'-7" G 35 35 35 30 31'-10" G 37 37 37 30 T-0" 8.5 8'-0" 26'-2" G 35 35 35 29 28'-1" G 36 36 36 30 31'-4" H 37 37 37 31 28 9 7'-6" 25'-6" G 35 35 35 29 27'-8" G 36 36 36 30 30'-10" H 38 38 38 31 30 9.5 T-2" 24'-10" G 36 36 36 29 27'-2" H 37 37 37 30 30'-4" H 38 38 38 32 1'-11" 10 6'-9" 24'-2" G 36 36 36 29 26'-8" H 37 37 37 30 29'-11" H 39 39 39 32 29 10.5 6'-5" 23'-7" G 36 36 36 29 26'-3" H 38 38 38 30 29'-6" H 39 39 39 32 11 6'-2" 23'-1" G 37 37 37 29 25'-10" H 38 38 38 30 29'-2" H 39 39 39 33 11.5 - 5'441'= 22=7'= -H- ----&7- 7- 7- - 5'=4"- 1 H -38- 8- 31 - -28r9- R- 40- 40 -46-- 012 12 5'-8" 22'-1" H 37 37 37 29 24'-10" H 39 39 39 31 28'-5" H 40 40 40 33 13 5'-2" 21'-2" H 38 38 38. 30 23'-11" H 39 39 39 31 27'-9" 1 41 41 41 34 14 4'-10" 20'-5" H 38 38 38 30 23'-1" H 40 40 40 32 27'-1" 1 42 42 42 34 15 4'-6" 19'-8" H 1 38 1 38 1 38 30 11 22'-4" H 1 40 1 40 1 40 32 11 26'-6" 1 42 1 42 1 42 34 20 5 T-1" 24'-9" G 26,..-.- -26: 29 :. .31 _.: 26'-8" G . 26 27 30 32 30'-4" H 27 27 29 31 - LIVE 5.5 6' S" -.23'-7" G •26 -' 26 29 31 25'-10" H 27 27 -30 31 29'-5" H 28 28 ._ 29 31 MIN 6l 5'-11" 22'-7" H 26 26 29 30 25'-1" H 27 27 29 31 28'-6" H 29 29 29 31 CONSTRAINED FOOTEP 6.5 5'-5" 21'-9" H 27 27 28 30 24'-5" H 28 28 29 31 27'-9" 1 29 29 29 30 13'-10" 7 5'-1" 20'-11" H 27 27 28 30 23'-7" H 28 28 29 31 27'-1" 1 30 30 30 30 26 7.5 4'-9" 20'-2" H 27 27 28 30 22'-10" H 28 28 29 31 26'-6" 1 30 30 30 30 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 8 4'-5" 19'-6" H 28 28 28 30 22'-1" H 29 29 29 30 25'-11" 1 30 30 30 30 T-0" 8.5 4'-2'* 18'-11" H 28 28 28 29 21'-5" 1 29 29 29 30 25'-5" 1 31 31 31 31 28 9 T-11" 18'-4" H 28 28 28 29 20'-10" 1 29 29 29 30 24'-11" 1 31 31 31 31 30 9.5 3'-9" 17'-9" H 28 28 28 29 20'-4" 1 30 30 30 30 24'-6" J 32 32 32 32 1'-11" 10 T-6" 17'-4" H 29 29 29 29 19'-9" 1 30 30 30 30 24'-1" J 32 32 32 32 29 10.5 3'-4" 16-10" H 29 29 29 29 19'-4" 1 30 30 30 30 23'-8" J 32 32 32 32 11 T-2" 16'-5" 1 29 29 29 29 18'-10" 1 30 30 30 30 23'-3" J 33 33 33 33 11.5 T-1" 16'-0" 1 29 29 29 29 18'-5" 1 31 31 31 31 22'-9" K 33 33 33 33 12 T-11" 15'-8" 1 29 29 29 29 18'-0" 1 31 31 31 31 22'-4" K 33 33 33 33 13 2'-8" 14'-11" 1 30 30 30 30 17'-3" 1 31 31 31 31 21'-6" K 34 34 34 34 14 2'-6" 14'-4" 1 30 30 30 30 16'-7" J 32 32 32 32 20'-9" K 34 34 34 34 15 1 2'-4" 1 13'-9" 1 30 30 1 30 1 30 11 15'-11" 1 J 32 1 32 1 32 1 32 11 20'-1" K 34 34 34 34 ICC ESR 1953 (2012 IBC) 2/24/2014 TABLE 2.6 Double 16 GA 3x8 Steel C Beam LA21 Double 14 GA 3x8 Steel C Beam LA21 Double 12 GA 3x8 Steel C Beam LA21 H Attached Single Freestanding of 28 Attached Single Freestanding of H Attached Single Freestanding of 29 31 Span Structure Multispan Units 26 Span Structure Multispan Units 30 Span Structure Multispan Units GROUND TRIB MAX MAX 25 28 MAX POST LENGTH MAX 1 26 MAX POST LENGTH MAX 30 25'-7" MAX POST LENGTH SNOW WIDTH POST POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' LOAD (FT) SPACING SPACINC POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEP SPACING POST SIZE CONSTRAINED FOOTEI (PSF) 26 ON SLAB (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" d" "d" 30 13'-10" (Fl) T-5" 18'-7" (in) (in) (in) (in) 26 28 (in) (in) (in) (in) 1 27 (in) (in) (in) (in) 110 MrH tArUlL1Kt H 30 5 4'-10" 21'-10" H 25 26 28 30 23'-3" H 25 26 29 31 26'-5" 1 26 26 28 30 18'-3" 5.5 4'-4" 21'-1" H 25 25 28 30 22'-6" 1 26 26 29 30 25'-7" 1 27 27 28 30 24 6 4'-0" 20'-2" H 25 25 28 30 21'-10" 1 26 26 28 30 24'-10" 1 27 27 28 30 28 6.5 3'-8" 19'-4" 1 26 26 28 30 21'-3" 1 27 27 28 30 24'-2" J 28 28 28 30 13'-10" 7 T-5" 18'-7" 1 26 26 28 29 20'-9" 1 27 27 28 30 23'-7" J 28 28 28 29 26 7.5 T-2" 17'-11" 1 26 26 27 29 20'-4" 1 27 27 28 30 23'-1" J 29 29 29 29 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 8 T-0" 17'-4" 1 27 27 27 29 19'-10" J 28 28 28 30 22'-7" K 29 29 29 29 T-0" 8.5 2'-10" 16'-9" 1 27 27 27 29 19'-3" J 28 28 28 29 22'-2" K 29 29 29 29 28 9 2'-8" 16'-3" 1 27 27 27 28 18'-8" J 28 28 28 29 21'-9" K 30 30 30 30 30 9.5 2'-6" 15'-9" 1 27 27 27 28 18'-2" J 29 29 29 29 21'-4" K 30 30 30 30 1'-11" 10 2'-5" 15'-4" J 27 27 27 28 17'-8" K 29 29 29 29 21'-0" K 31 31 31 31 29 10.5 2'-3" 14'-10" J 28 211 28 28 17'-2" K 29 29 29 29 20'-7" L 31 31 31 31 11 2'-2" 14'-6" J 28 28 28 1 28 16'-9" K 29 29 29 29 20'-4" L 31 31 31 31 11.5 2'-1" 14'-1" J 28 28 28 28 16'-4" K 29 29 29 29 20'-0" L 31 31 31 31 1 I0 IVIrr1 UruJumt U or 16u mem CArUJIJKC H 30 5 4'-10" 21'-10" H 28 28 31 33 23'-3" H 28 28 31 33 26'-5" 1 29 29 31 33 18'-3" 5.5 4'-4" 21'-1" H 28 28 31 33 22'-6" 1 29 29 31 33 25'-7" 1 30 30 31 33 24 6 4'-0" 20'-2" H 29 29 31 32 21'-10" 1 29 29 31 33 24'-10" 1 31 31 31 32 28 6.5 3'-8" 19'-4" 1 29 29 30 32 21'-3" 1 30 30 31 33 24'-2" J 31 31 31 32 13'-10" 7 3'-5" 18'-7" 1 29 29 30 32 20'-9" 1 30 30 31 33 23'-7" J 32 32 32 32 26 7.5 T-2" 17'-11" 1 30 30 30 32 20'-4" 1 31 31 31 32 23'-1" J 32 32 32 32 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 8 T-0" 17'-4" 1 30 30 30 31 19'-10" J 31 31 31 32 22'-7" K 33 33 33 33 T-0" 8.5 2'-10" 16'-9" 1 30 30 30 31 19'-3" J 32 32 32 32 22'-2" K 33 33 33 33 28 9 2'-8" 16'-3" 1 30 30 30 31 18'-8" J 32 32 32 32 21'-9" K 33 33 33 33 30 9.5 2'-6" 15'-9" 1 31 31 31 31 18'-2" J 32 32 32 32 21'-4" K 34 34 34 34 1'-11" 10 2'-5" 15'-4" J 31 31 31 31 17'-8" K 32 32 32 32 21'-0" K 34 34 34 34 29 10.5 2'-3" 14'-10" J 31 31 31 31 17'-2" K 3333 30 33 33 20'-7" L 35 35 35 35 11 2'-2" 14'-6" J 31 31 31 31 16'-9" K 33 33 33 1 33 20'4" L 35 35 35 35 11.5 2'-1" 14'-1" J 31 31 31 31 1, 16'-4" K 33 33 33 33 20'-0" L 35 35 35 35 Page 16 of 106 20'-5" 1 19'-10" J 19'-1" J 18'-5" J 17'-9" K 17'-2" K 16'-7" K 16'-1" K ,15-4" K 15'-1" K 14'-8" K 14'-3" K 21'-1" I 20'-5" 1 19'-10" J 19'-1" J 18'-5" J 17'-9" K 17'-2" K 16'-7" K 16'-1" K 15'-7" K 15'-1" K 14'-8" K 14'-3" K 24 110 IVIrr9 C71F1U2AUKr H 24'-0" 25 25 28 30 40 5 3'-7" 19'-2" 1 24 25 28 29 29 5.5 3'-3" 18'-3" 1 24 25 27 29 27 6 T-0" 17'-5" 1 24 24 27 29 27 6.5 2'-9" 16'-8" 1 24 24 27 29 27'- 7 2'-7" 16'-0" 1 25 25 27 28 19'-0" 7.5 2'-5" 15'-5" J 25 25 26 28 28 8 2'-3" 14'-10" J 25 25 26 28 31 8.5 2'-1" 14'-4" J 25 25 26 28 28 9. 2'-0" 13'-10" J 26 26 26 28 29 9.5 1'-11" 13'-5" J 26 26 ` 26 27 10 1'-9" 13'-0" J 26 26 26 27 31 10.5 1'-8" 12'-7" K 26 26 26 27 31 11 1'-7" 12'-3" K 1 26 26 1 26 1 27 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 40 5 T-7" 19'-2" 1 26 27 30 32 5.5 3'-3" 18'-3" 1 27 27 30 32 6 T-0" 17'-5" 1 27 27 30 31 6.5 2'-9" 16'-8" 1 28 28 29 31 7 2'.7" 16'-0" 1 28 28 29 31 7.5 2'-S" 15'-5" J 28 28 29 31 8 2'-3" 14'-10" J 28 28 29 30 8.5 2'-1" 14'-4" J 29 29 29 30 9 2'-0" 13'-10" J 29 29 29 30 9.5 1'-11" 13'-5" J 29 29 29 30 10 1'-9" 13'-0" J 29 29 29 30 10.5 1'-8" 12'-7" K 29 29 29 30 • 11 1'-7" 12'-3" K 30 30 30 30 Page 16 of 106 20'-5" 1 19'-10" J 19'-1" J 18'-5" J 17'-9" K 17'-2" K 16'-7" K 16'-1" K ,15-4" K 15'-1" K 14'-8" K 14'-3" K 21'-1" I 20'-5" 1 19'-10" J 19'-1" J 18'-5" J 17'-9" K 17'-2" K 16'-7" K 16'-1" K 15'-7" K 15'-1" K 14'-8" K 14'-3" K 24 25 28 30 24'-0" 25 25 28 30 23'-3" 25 25 28 30 22'-7" 26 26 28 29 22'-0" 26 26 27 29 21'-5" 26 26 27 29 21'-0" 26 26 27 29 20'-6" 27 27 27 29 20'-1" 27 27.. :27 28 19'-9" 27'- '27 27 28 19'-4" 27 27 27 28 19'-0" 28 28 28 28 18'-9" 28 28 28 28 18'-4" 27 28 31 33 28 28 31 33 28 28 30 32 29 29 30 32 29 29 30 32 29 29 30 32 30 30 30 31 30 30 30 31 30 30 30 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 J J 25 26 25 26 28 28 30 29 K 26 26 27 29 K 27 27 27 20 K 27 27 27 29 K 28 28 28 29 L 28 28 28 29 L 28 28 28 28 L 29 29 29 29 L 29 29 29 29 L 30 30 30 30 L 30 30 30 30 L 30 30 30 30 FEB 24 2014 LATTICE COVER 2.0 POST SPACINGS FOR PAT1n ANn cnMMFRCIAL COVERS NORMAI wwn AQQAI . - TABLE 2.5 16 GA 3x8 Steel C Beam LAO( 14 GA 3x8 Steel C Beam LAO( - - 12 GA 3x8 Steel C Beam LAO( E • Attached Single Freestanding o1- - 28-' Attached SingFE Freestanding oI F Attached Freestanding of 29 31 Span Structure Multispan Units 28 Span Structure Multispan Units 32 Structure Multispan Units GROUND TRIB MAX . MAX 24 27 MAX POST LENGTH MAX F ; " MAX POST LENGTH MAX 30 20'-11" MAX POST LENGTH SNOW WIDTH POST POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' 1 15' POST MIN FOOTER 8' I 12' I 15' LOAD (FT) SPACING SPACiNC POST SITE CONSTRAINED FOOTE SPACINC POST SIZE CONSTRAINED FOOTE9 SPACING POSI SIZE CONSTRAINED FOOTS (PSF) 24 ON SLAB (FT) TYPE "d" "d" "d" I "d" (FT) TYPE "d" "d" "d" d" (FT) TYP "d" "d" "d" "d" 31 29 (FT)'' 5'-1" 9'-6" .(in) (in) (n) (in) 23 ; 26 (in): (in) (in) (in) F 25 i (n) (in) (in) (n) 1\I.l1�IJ.�i �J�A1�1�{3�.Ti1[II1,hIJ!�y� 1�i�1�1�1J�>�SSBi�� TABLE 2.5 16 GA 3x8 Steel C Beam LAO( 14 GA 3x8 Steel C Beam LAOE,' 12 GA.3x8.Steel C�Beam LAOE E • Attached SingiE Freestanding o1 - 28-' Attached Single Freestanding oI F Attached Single Freestanding of 29 31 Span Structure Multispan Units 28 Span Structure Multispan Units 32 Span Structure I Multispan Units GROUND TRIB MAX MAX 24 27 MAX POST LENGTH MAX F ; . -MAX POST LENGTH . MAX f 30 20'-11" MAX POST LENGTH' SNOW M DTH POST POST MIN FOOTER 8' I 12' I 15' POST MIN FDOTER 8 ' I 12r ' 15' POST . MIN FOOTER 8' I 12' 'I 15' LOAD (FT) SPACING SPACINC POSI SIZE CONSTRAINED FOOTEF SPACINC POST SIZE{ CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEI (PSF) 24 ON SLAB I (FT) TYPE "d" "d"d" d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 31 29 (FT) 5'-1" 9'-6" (in) (in) (in) (n) 23 ; 26 (in) (in) (in) . . (in) j F 25 i _ (in) (in) (in) (in) '• 115 MPH FXPOStIRF R 20 5 T-1" 12'-11" E • -23, 25 � - 28-' 30 " 15'-7" • F 25 26 29 31 22'-2" G' 28 28 30 , 32 LIVE 5.5 5.511' 11'-6"F4 E 23 24 27 29 14'-7" F 25' 25 28 30 20'-11" G 28 28 29, 31 n/a 6 5'-11" 11'-1" E 23 24 27 29 13'-9" F 25 - 25 28 30 19'-10" G 28 28 • 29 31 '29 6.5 5'-5" 10'-3" E 23 24 27 28 13'-0" F 25 25 28 30 18'-10" G 29 29 29 31 29 7 5'-1" 9'-6" E 23 23 ; 26 28 12'4" F 25 i 25 27 29 18'-0" G 29 29 29 30 1 7.5 4'-9" 8'-11" E 23 23 26 28 11' 8" F 26 ' 26 27 29 17'-3" G 29 29 29 30 H 8 4'-5" 8'-4" E 23 23., 26 27 11' 2" -10'-7" F 26 ' 26 27 29 16'-7" G 29 29 29 30- .-16'-1":. 8.5 4'-2" ; T-10" E 23 123 25 27 10'-2" F 26 . 26 27 29 15'-11" H 30 30 30 30 28.. 9 ' X-11" '7'-5" E 23 23 , 25 27 10'-0" F 26 26 26 28 154" H 30 30 30 30 . 26- t 9.5 3'-9" ' T-1" E 23 23 . • 25 27.' 9'-6" . F 26 26 26 28 14'-10" H 30 36 30 30 26 10 3'4" 6'-8" E 23 23 25 26 9'-01( F 26 26 26 28 14'-4" H 30 30 30 '30 26 10.5 3'-4" 6'-5" E 23 23, 24 26 8'-77. F 26 ' 26 26 27' 13'-11" H 30 30 30 30 F 11,•.t 27,..;r r 510"- •F, � 21 �' ''21"" a .... '22" '24!+' -"T=10" 'F' `23" `23' 3 "25'� 131" •H _ -27 27.'.. r27 : 27; -7'-10"' 11 3'-2" 6'-1" E 23 23 24 26 8'-3" F 26 26 26 27 13'-6" H 31 31 31 31 ' 26 11.5 3'-1" j 5'-10" E 23, 23 25 26 7'-10" F 26 ' 26 28• 27 ' 13'-1" H 31 ' 31 31 31, , 25 .-.12 T-11": • 5'-7" E. ^• 23 23' 25'. 1127 T-7" "F 26` 26 26' 27 12'-9"' H' 31 '" 31 •. ,31' 31 o- 13. 2'-8";,,. ="5'-2!'. : • E 23 + ,' 23 ,. 25 * 27' T-07, •F' 26 r '26 I 26 ` '27 12'-0" H 31 , 31. ' 31 31 25 5 `5'-9" ; 12'-6" F 20 23 •,• 25 2Z. 15'-1" F 22 ' 24 ' 26 28 21'-6"• G 24 x' 24 27 29,.. 0' 5.5 5%2" 11'-6"F4 F 26 22 ` 25 27 14'-1',' P 22 = 23 26 28 20'-4" H 25 C 25 27 . 29 n/a 6 4 9" 10'-7" F 21 22 24' 26 13'-3" F. 22 ' 23 r 26 27 194% H 25 25 27 , 28 •, '29 6.5 4'.5" € 9'-10" IF.'- 21 ' _. 21 24 26 12'-7" F 22 23 25 27 18' 4", H a 25 25 26 28 29 7 4'-1" i 9'-1" F. 211, 21 24 25 11 11." F 22. 22 . 1`25 27 1T-6", H 26 26 26 . 28 1 7.5 3'-10" ' " 8'-6" F • 21 ' 21 23 25: 11-4" F 23 23 .125 , 27 16-9" t H 26 ' 26, 26 27 ' H 8 3'-7 8'-0" F 21 ' 21 23 25 10'-9" F . 23 23 `25 26'.,' 16-1"j . H 26 I 26 26 27 a' .-16'-1":. 8.5 3 4" 7'-6", F: 21' 21 t 23 1 25. 10'-2" F 23 23 24. .' 26 15-6"' H `26 ; 26 26 27 28.. 9 3'-2'` 1 7'-1" F' 211 21 ` 23 24 ,= 9'-T' F 23 x 23 ; 24 26 � 14'-11'. H 26 , ; 26 26 27 26- 9.5 3'-0" 6-9" F, 21 , 21 23 24 9 1 ' F 23 23 24 25." 14'-5"' H 26 26 26 • 27- 26 10 4 2'-10". 6'-5"' F 21 + 21 22. ; 24 8'-8"4 F 23 23 ' 24 25 13'-1111 H 27 Y : 27.` 27' 27 26 10.5 2'-87 J 6 1"- ' F.'„ 21 21 22 24 8--3" F 23 23 '23 25 13'-6" 'H 27 27 27 27'- F 11,•.t 27,..;r r 510"- •F, � 21 �' ''21"" a .... '22" '24!+' -"T=10" 'F' `23" `23' X23; "25'� 131" •H _ -27 27.'.. r27 : 27; -7'-10"' '' F 26 "' 26 =' F ' * 21 21 22 ' "24 ' 7'-6" " F 23,'' ` 23 "" ' 23 " 25 12'-8' A' "I 27 `27M'' a 327 ` 27 60 5 2'-5" -'5'-6!' F 16 19 22 23 7'-5" F 17 20 23 25 12'-7" 1 20 22 24 26 0' 5.5 2'-2" 5'-0" F 16 19 21- 23 6'-9" F 17 20 23 24 11'-9" 1 21 21 24 26' n/a 6 2'-0" 4'-7" F 16 19 21 23 6'-2"' F 17 20 22 24 11'-1" 1 21 21 24 25 '29 6.5 1'-10" 4'-3" F 16 18 21 23 5'-8" F 17 19 22 24 101-61 1 21 21 23 25 29 7 1'-9" X-11" F 16 18 21' 22 5'-4" F 17 19 22 23 9'-11" 1 21 21 23 25 1 7.5 1'-7" 3'-8" F 16 18 21 23 4'-11", F 17 19 21 23 9'-6" 1 } 21 21 23 25 H 29 +,? 29 3'-5"' F 17 20 23 25 '4'-8 F 19 20 ., 23 25 91-111-, I 24 24 25 27 .-16'-1":. 8 5 1'-6" 3'.5" F 16 19 21 23 4'-8" F 17. 19 21 23 9'-1" 1 21 21• 23 25 28.. 8.5 1'-5" 3'-3" F 16 19 21 23 4'-4" F 17 19 21 23 8'-8" 1 22 ' 22 23 24 26- 9'- 1'-4" T -O", F 16 19 22 23 4'-1" F 17. 19 22 23 8'-4" 1 22 22 23 24 26 9.5 V-3" 2'-11" F 16 ? 19 22 23 T-11", F 17 19 22 < 23 7'-11" 1 22 22 22 24 26 10, V-2" 2'-9" F 16 1922 ' 24 T-8" F 17 19 22 24 T-7" 1 22 22 22 24 F 10.5 1'-2" T-7", F 16 20 "22 24 T-6" F 17' 20 " 22 24 7'-2" 1 22 22 22 24 115 MPH FXPOSLIRF C ' nr 130 MPH FXPOSURE B: - 60 '5- _ 2'-5" 6-6" F 17 ' 21 24 , 26 7'.5" ' F 19 22 25" 27 12'-7:' 1 23 24 26 - 28 0' 5.5 . 2'-2". 5'-0" F 17 21 23' 25 6-9" % F 19 22 25',• 26 11'-9" 1 23• 23 26 28 n/a .6,, ; " 2'-0" 4'-7" F 17: 20 23 25 6-2" F 19 21 .,, . -.24 26 11'-1" I. 23 23 26 28 '29 6:5!, Ii' -10" 4'-3" � F 17 20 .23.%. _23 { 25 5'-8" F 19F 21 ,• 24'" 26' 10'-6". , 1 24 24 26 ' 27 29 7`1 -9" 3' 11 , F 17 " 20 x 23 f, 24 5'4" i F 19 21 .. -• 241. 25 1 9`-11" . :' 1 24 ' 24 25 27 1 r 7.5 V-7" 3'-8" F 17 20 23 25 t 4'-11" F 19 20 23 i , 25 9'-6".." . • 1 24 . 24 25 27 H 29 +,? 29 3'-5"' F 17 20 23 25 '4'-8 F 19 20 ., 23 25 91-111-, I 24 24 25 27 .-16'-1":. 8 5 11'-5" 3'-3" l F 17 20 23. 25 4' 4'` `. F 19 20 ; 23' 25 8' 8" 1 I 24 ' 24, 25 27 28.. < 9 . 1'-0" T-0" , F 17 " '- 21.. , 24,.-. ; , 25 r 4'-1" F 19 21 24 25 8' 4" -. I " 24 24 25 • 26 4 , n/a n: n/a, Na n/a n/a ' n/a n/a n/a 10 10.5 11 .: 11.5 72 • , 12.5 .115 MPH EXPOSURE C : ' '6r130 MPH EXPOSURE B 3 5' n/a Y"n/a n/a n/a n/a Na: 'Na 'h ' n/a Na Na n/a , n/a r .12.5' ; 13'' 1 25 5 .; 5'-9" ( 12'-6" F ; 23 .� 251 1: 28, , 29 15'-1" F 2426. 29 31 21'-6" I G 27 .27 30 31 a . wr._ j'. ±4 , r vc 5.5 6_2" 11 -6" F 23 24 Carl Putnam,:P. E. ' OVER- t .'TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES' `, HANG, - '; t, i 28 ' PROJECTION OF SINGLE SPAN STUCTURES (FT) �' ` y • ? 118.9• 3441 Ivylink Place ' (FT) Lynchburg; VA 24503 cdrloutnam(ai0omcast.net S.. y^-. 9' - 10' f -11' a 12' '13' i..14' `T';;15' :16':? 17'.'., 19 20' 21' . 0' 4. yr`4.5' S' 5.5' 6' 6.6 .OT ! ;7.5' �8' 8.5' 9' 1 95 :10.;10.5' 1' - 4 5 5' • 5.5'. 6' 6.5' T 7.5 8' 8.5' . 9' 9.5' :'' 10 ; 29, 2' S 5.51 6 6.5' 7' 7.5' 8 '8.5' 9' 9.5' 10' 0.6 H 3' n/a ;t ' r n/a Na 5 n/a 7.5' 8' 1`8 5 ` 9' 9.5' _ 10' 10.5'> 11 11.5' 12"' 4%5 : !, T-1 0" F ' 23 23 26 ', 2812 -7" F ' 4 , n/a n: n/a, Na n/a n/a ' n/a n/a n/a 10 10.5 11 .: 11.5 72 • , 12.5 .115 MPH EXPOSURE C : ' '6r130 MPH EXPOSURE B 3 5' n/a Y"n/a n/a n/a n/a Na: 'Na 'h ' n/a Na Na n/a , n/a r .12.5' ; 13'' 1 25 5 .; 5'-9" ( 12'-6" F ; 23 .� 251 1: 28, , 29 15'-1" F 2426. 29 31 21'-6" I G 27 .27 30 31 a . wr._ j'. ±4 , r vc TABLE 2.3 Post Requirements " t ;,::focAttached Single Span Structures 5.5 6_2" 11 -6" F 23 24 :'27 S 29 , 14'-1" , F 25 •25 28 ' , 30 , 20'-4" H 28 1 28 29 31 < 10' 1 LA20' 6 * 4'-9" + 10'-7" F r 23.,' 24 27,.; ; 29, }13'-3" F 25 25" 28 430•' 19'-3" H 28 '28 :' 29 31 d= 35"' 14' 6.5 4%5 : !, T-1 0" F ' 23 23 26 ', 2812 -7" F ' 25 25 28 29 18'-4" H 28 28 '29 30 7 7 4'=1" 9 1'` ` ' F ; 23 ;: 23 :.26 28 ;, 11'-11" .i F 25' -.25 27. 29 17'-6" < . H 29 29 29 " 30 :' -26 ` ' 327 ' 1 7.5 T-10" 8'-6" F 23 23 27 11 4" - F 25 25 _[ 29 , 16'-9" H 29 +,? 29 29 30 8.4-7'-:'z';.'a 0 F. = r 23 ' 23. 25 _ 27�: {0 9 -. 26 26 -27 '29 : .-16'-1":. '' H 29 19 ' 29 30 :.e('r'• -' _: 8.5„ .. 7 6_;.. . F : .SII.. A 23' ,, Y.... 23 25 , ' ;'27," a . 10 2'.' �C F 26 y°•26 " =26 28.. 15'-6" , H 29 Y .'29'^` ` 29 r 29 9 3'-2" 7'-1" F 23 ; 23 25 27 94r F 26 26 26- ' 28 14'-11" H 30 ` 30 30 30 9.5 3'4" 6'-9" F ' 23 ' 23 25 ) 26' 9;'T 1" ' F 26 26 .�26 28 14'-5" H 30 30 30 ' 30 10 2'-10" : 6'-8' F 23 23 24, 26 8'-8" F 26 26 26, 27 13'-11" H 30 30 30 30 10.5: • r2 -8 '• 6--l", F 23 23 24 26 f ' 8'-3". F 26 26' ' 26 27 13'_6" H - 30 30 w. 30 _. 11 2'-7" V-10" F 23 23 24- 26 " -7'-10"' '' F 26 "' 26 =' 26 27 13'-1" H 36 30 ' 30 30 ' 11.5 2'-6", 5'-7" F 23 23 25 26 T-6" F 26 26 '26 27 12'-8" I 30 } 30 30 30 12 2'-4"•:, 1'? 5' 4" F 1 23 23 25 27 T-2" - F 26 26. . 26 27 12'4" LI 31 31 31 31 TABLE 2.3 Post Requirements " t ;,::focAttached Single Span Structures NPost Description �: Max POST Detail Code 0.024"x3"x3"' Post w/ Sideplat 12' C. LA22 Alum 0.0.32 x3 x3 Lockseam ,'11'' :D's :LA15 Alum 0.040"x3"x3"`Lockseam :' 11'.- "E:%-'-LA15 Alum 0.055"x3"x3" Fluted 10' F LA19 Alum 0.075''x3"x3" Square- 10' " G*, MU49 Steel 0:043"x3"x3" Lockseam 12' H LA15 Alum 0.120"x3"x3" Square 10' 1 LA20' Steel 0.043"x3"x3" Lockseam 10' J LA15 Alum 0.120"x4"x4" Square 12' K I LA20 3/16"x3"x3" Steel Square 14' L I LA17 IF' GENERAL INSTRUCTIONS FOR THESE TABLES, : 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE. 8? FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 2. CHOOSE�FROJECTION, WIDTH AND OVERHANG OF UNIT TABLE 2.5 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT 3. DETERMINE WIND AND LIVE OR.SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 USE 20 PSF, MIN) 10.' USE THE APPROPRIATE DETAILS. DETAILS MAY REQUIRE POST TO UPGRADED. 4. CHOOSE A' RAFTER FROM SECTION 1.0 THAT HAS. 11. ALL -LATTICE NOT USING DETAIL LA36 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISC5 ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN S. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.5 CALCULATE FROM -TRIBUTARY DIAGRAM ON PAGE 1 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING 6. CHOOSE A HEADER FROM TABLE 2.5 THAT HAS ADEQUATE -SLAB 9. FOLLOW 9-11 FROM ABOVE _ POST SPACING. SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.5 ICC ESR 1953 (2012 IBC) 2/24/2014 - Page 15 of 1106 TABLE 2.4 ?= Post Requirements for Freestanding Structures or Muittspan'Attached Structures . Post Description•L. i .-:Maximum ,,,,...x.,. ...�..,.:�,.�. :::Footlnc,,. Max, .:Heighf�: POST -Code DetaiI # Steel 0.043"x3"x3", Lockseam" '.,% d= 1` 20" . y'.- 8': • Cwt ... LA15 . Steel-0.043'x3"x3-'' Lockseam :, -. d=, .>22 Alum 0.120"z3"x3" Square'''" ?' d= r`,25" 8' LA20? Alum 0.120"x3"x3" Square':' f d= 27," 8' B ." LA20 Alum 0:120"x4"x4" Square ' d=. 28" 8'. " E • , " LA20' 3116"x3"x3" Steel Square 'd=_ 29" 13' .. F. LA17 Alum 0.120"x4"x4" Square d= 32" 10": E LA20 3/.16"x3"x3" Steel Square d= • 32": 10' G LA17 3/16"x4"x4'' Steel Square d= 35"' 14' 1 LA17 3/16"x4"x4" Steel Square d= 38"; 10' ,. J LA17 3/16"x5"z5" Steel Square d= 42", 14' K LA17 3/16"x6"x6" Steel Square d= 47" 15' L -LA17 Metals Building Products 5005 Veteran's Memorial Hwy Holbrook, NY 11741 (631)563-4000 FEB 24 2014 t 5 I I:, . .. !CE COVER 2.0 POST -SPACINGS FOR PATIO_AND_COMME � TABLE 2.5 16}GA°3X8"Steel-C Beam LAO( �� -14 GA 3x8 Steel C Beam LAO( 12 GA 3x8 Steel C Beam LAOS C A !ached Sir ,,Ie Frees`andin"g of - - - � Attached.Singl Freestanding of E Attached Freestanding oI 29 ..,28. Spanrstnicmre� Multispan.Units 27 SpanStructure Multispan Units 29 Structure Multispan Units GROUND TRIG MAX SNOW WIDTH POST MAX - POST ' - -pbtAX-PO',ST-LENGTH �8 NI>�K 28 MAX POST LENGTH MAX E MAX POST LENGTH 26 29 -MIN' FOOTER ��T2�j 15' P8ST MIN FOOTER 8' I 12' � 15' POST MIN FOOTER 8' I 12' I 15' LOAD (FT) SPACING SPACIN POST SIZ `,dz,, CONSTf2AINED FOOTE SPAIICIN POSI SIZE CONSTRAINED FOOTEF SPACING POS1 SIZE CONSTRAINED FOOTEf (PSF ON SLAB' 11 (FT1! _(FT)' TYPE di "d" tikd �(in) (FT`) TYPE "d" "d" d" "d" (FT) TYPE "d" "d" d" "d" CONSTRAINED FOOTE 6.5 (in) tQn) (iN ! (in) (in) (in ) (In) 27 (in) (in) (in) (in) 9' '5y 13'-7" 20'-2" C 24 25 28231-8" ,27.. 23'-8" E 25 26 29 ..,28. 30'-4" F 27 27 29 29 LIVE (5.5) f 12'-4" 18'-11" D 24 25 28 27 22t.W E 25 26 29 28 29'-5" F 28 28 29 29 MIN 6 11'-4" 17'-10" D 24 24 27 26 214' E 26 26 28 28 28'-6" F 29 29 29 28 CONSTRAINED FOOTE 6.5 10'-5" 16'-11" D 25 25 27 26 20'-0" E 26 26 28 27 27'-8" F 29 29 29 28 4'-6".. 7 9'-8" 16'-1" E 25 25 27 26 19'-1" F 26 26 28 _ 26' 6" F 29 29 29 28 19 7.5 9'-1" 15'-4" E 25 25 26 25 18'-3" F 26 26 27 27 25'-6" F 30 30 30 28 115 MPH EXPOSURE C or 130 MPH EXPOSURE 8 8 8'-6" 14'-8" E 25 25 26 25 17'-6" F 27 27 27 26 24'-7" F 30 30 30 27 T-0" 8.5 8'-0" 14'-1" E 25 25 26 25 16'-10" F 27 27 27 26 23'-9" F 30 30 30 27 20 9 7'-6" 13'-6" E 25 25 26 25 16'-2" F 27 27 27 26 22'-11" F 30 30 30 27 25 9.5 T-2" 13'-0" E 26 26 26 24 15'-7" F 27 27 27 26 22'-2" G 31 31 31 27 1'-11" 10 6'-9" 12'-6" E 26 26 26 24 15'-1" F 27 27 27 _ 21'-6" G 31 31 31 27 20 10.5 6'-5" 12' 1" E 26 26 26 24 14' 7" F 27 27 27 25 20'-11" G 31 31 31 27 11 6'-2" 11'-6" E 26 26 26 24 14'-1" F 28 28 28 25 20'-4" G 31 31 31 27 11.5 5'-11" 11'-1" E 26 26 26 24 13'-8" F 28 28 28 25 191-91, G 31 31 31 27 12 5'-8" 10'-7" E 26 26 26 24 13'-3" F 28 28 28 25 19'-3" G 32 32 32 27 13 5'-2" 9'-10" E 26 26 26 25 12'-7" F 28 28 28 25 18'-4" G 32 32 32 28 14 4'-10" 9'-1" E 26 26 26 _ 11'-11" F 28 28 28 25 17'-6" G 32 32 32 28 15 4'-6" 8'-6" E 26 26 26 25 11 11'4" 1 F 1 28 1 28 1 28 25 1 16'-9" 1 G 1 32 1 32 1 32 28 10 5 13'-7" 20'-2" C 27 27 30 ,27.. 23'-8" E 28 28 32 ..,28. 39-4" F 31 31 32 29 LIVE 5.5 12'-4" 18'-11" D 27 27 30 27 22'-3" E 29 29 31 28 29'-S" F 31 31 32 29 MIN 6 , 11'-4" 17'-10" D 27 27 30 26 21'-1" E 29 29 31 28 28'-6" F 32 32 32 28 CONSTRAINED FOOTE 6.5 10'-5" 16'-11" D 28 28 29 26 20'-0" E 29 29 30 27 2T$" F 33 33 33 28 4'-6".. 7 9'-8" 16'-1" E 28 28 29 26 19'-1" F 30 30 30 27 26-6" F 33 33 33 28 19 7.5 9'-1" 164" E 28 28 29 25 18'-3" F 30 30 30 27 25'-6" F 33 33 33 28 115 MPH EXPOSURE C or 130 MPH EXPOSURE 8 8 8'-6" 14'-8" E 28 28 29 25 17'-6" F 30 30 30 26 24'-7" F 34 34 34 27 T-0" 8.5 8'-0" 14'-1" E 28 28 28 25 16-10" F 30 30 30 26 23'-9" F 34 34 34 27 20 9 7'-6" 13'-6" E 29 29 29 25 16'-2" F 30 30 30 26 22'-11" F 34 34 34 27 25 9.5 T-2" 13'-0" E 29 29 29 24 15'-7" F 31 31 31 26 22'-2" G 34 34 34 27 1'-11" 10 6-9" 12'-6" E 29 29 29 24 15'-1" F 31 31 31 25 21'-6" G 35 35 35 27 20 10.5 6-5" 12'-1" E 29 29 29 24 14'-7" F 31 31 31 25 20'-11" G 35 35 35 27 11 6'-2" 11'-6" E 29 29 29 24 14'-1" F 31 31 31 25 20'-4" G 35 35 35 27 Lt.5_ _5'41- I V L- - 29 -29--29- 22 24 - 13' 8= F- 3 1 31- 31 25 g'9"- -G- -35- 27 _35- 27 12 5'-8" 10'-7" E 29 29 29 24 13'-3" F 31 31 31 25 19'-3" G 35 35 35 27 13 5'-2" 9'-10" E 29 29 29 25 12'-7" F 32 32 32 25 18'-4" G 36 36 3G 28 14 4'-10" 9'-1" E 29 29 29 25 11'-11" F 32 32 32 25 17'-6" G 36 36 36 28 15 „c nnou 4'-6" avnnc„nn 8'-6" o E 29 29 29 25 11 11'-4" F 32 32 32 25 16-9" G 1 36 1 36 1 36 28 20 ; : 5 T-1" 12'-11" E 21 23 25 ,27.. 15-T".. F 22.., .'..24 26 ..,28. 22'-2" G 25 25 27 29 LIVE 5.5 6'-5" 12'-1" Er- . 21 22.,. 25 27 14'-7" F .22 23 "26 28 20'-11" G 25. _ .:'25" ' 27 . 29 MIN 6 5'-11" 11'-1" E 21 22 25 26 13'-9" F 22 23 26 28 19'-10" G 25 25 27 28 CONSTRAINED FOOTE 6.5 5'-5" 10'-3" E 21 22 24 26 13'-0" F 23 23 25 27 18'-10" G 26 26 26 28 4'-6".. 7 5'-1" 9'-6" E 21 21 24 26 12'-4" F 23 23 25 27 18'-0" G 26 26 26 28 19 7.5 4'-9" 8'-11" E 21 21 24 25 11'-8" F 23 23 25 27 17'-3" G 26 26 26 28 115 MPH EXPOSURE C or 130 MPH EXPOSURE 8 8 4'-5" 8'-4" E 21 21 23 25 11'-2" F 23 23 25 26 16'-7" G 26 26 26 27 T-0" 8.5 4'-2" T-10" E 21 21 23 25 10'-7" F 23 23 25 26 15'-11" H 26 26 26 27 20 9 3'-11" 7'-5" E 21 21 23 25 10'-0" F 23 23 24 26 154" H 27 27 27 27 25 9.5 3'-9" T-1" E 21 21 23 24 9'-6" . F 23 23 24 26 14'-10" H 27 27 27 27 1'-11" 10 3'-6" 6'-8" E 21 21 22 24 9'-0" F 23 23 24 25 14'-4" H 27 27 27 27 20 10.5 T-4" 6'-5" E 21 21 22 24 8'4" F 23 23 24 25 13'-11" H 27 27 27 27 11 3'-2" 6'-1" E 21 21 22 24 8'-3" F 23 23 23 25 13'-6" H 27 27 27 27 11.5 3'-1" 5'-10" E 21 21 22 24 T-10" F 23 23 23 25 13'-1" H 27 27 27 27 12 2'-11" 5'-7" E 21 21 23 24 7'-7" F 23 23 23 25 12'-9" H 27 27 27 27 13 2'-8" 5'-2" E 21 21 23 25 7'-0" F 23 23 23 25 12'.0" H 28 28 28 28 14 2'-6" 4'-9" E 21 21 23 25 6-6" F 23 23 23 25 11'-5" H 28 28 28 28 15 2'4" 1 4'-6" 1 E 1 21 1 21 1 24 1 25 11 6'-1" 1 F 1 23 1 23 1 24 1 25 10'-11" H 28 28 28 28 TABLE 2.5 16 GA 3x8 Steel C Beam LAOS 14 GA 3x8 Steel C Beam LAOE 12 GA 3x8 Steel C Beam LAOE F Attached SinglE Freestanding oI 25 Attached Single Freestanding of F Attached Single Freestanding o1 26 27 Span Structure Multispan Units 24 Span Structure Multispan Units 28 Span Structure Multispan Units GROUND TRIB MAX MAX 21 24 MAX POST LENGTH MAX F 21 MAX POST LENGTH MAX 27 18'-3" MAX POST LENGTH SNOW MDTH POST POST MIN FOOTER 8' 1 12' I 15' POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' LOAD (FT) SPACING SPACINC-POS1 17'-3" SIZE CONSTRAINED FOOTE SPACINC POST SIZE CONSTRAINED FOOTE SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 21 ON SLAB (FT) TYPE"d" F "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" d" 27 4'-6".. (FT) S-5" T-8" (in) (in) (in) (in) 20 23 (in) (in) in (in) F 21 n fn) (in) (in) 30 5 4'-10" 10'-8" F 19 22 25 26 13'-4" F 21 23 26 27 19'-4" H 24 24 27 28 T.5" 5.5 4'-4" 9'-9" F 19 21 24 26 12'-6" F 21 23 25 27 18'-3" H 24 24 26 28 20 6 4'-0" 8'-11" F 19 21 24 25 11'-9" F 21 22 25 27 17'-3" H 24 24 26 28 20 6.5 T-8" 8'-3" F 19 21 23 25 11'-1" F 21 22 25 26 16-5" H 24 24 26 27 4'-6".. 7 S-5" T-8" F 19 20 23 25 10'-4" F 21 22 24 26 15'-8" H 25 25 25 27 19 7.5 3'-2" T-2" F 19 20 23 24 9'-8" F 21 21 24 26 15'-0" H 25 25 25 27 115 MPH EXPOSURE C or 130 MPH EXPOSURE 8 8 3'-0" 6'-9" F 19 20 23 24 9'-1" F 21 21 24 25 14'-4" H 25 25 25 27 T-0" 8.5 2'-10" 6-4" F 19 20 22 24 8'-6" F 21 21 23 25 13'-10" H 25 25 25 26 20 9 2'-8" 6'-0" F 19 19 22 24 8'-1" F 21 21 23 25 13'-3" H 25 25 25 26 25 9.5 2'4" 5'-8" F 19 19 22 24 7'-8" F 21 21 23 25 12'-10" 1 25 25 25 26 1'-11" 10 2'-5" 6-4" F 19 19 22 24 T-3" F 21 21 23 24 12'-5' 1 26 26 26 26 20 10.5 2'-3" 5'-1" F 19 20 22 24 6-11" F 21 21 23 24 12'-0" I 26 26 26 26 11 2'-2" 4'-11" F 19 1 20 22 24 6'-7" F 21 21 22 24 11 11'-7" I 26 26 26 26 11.5 2'-1" 4'-8" F 19 20 22 24 6'-4" F 21 21 22 24 11'-3" 1 26 26 26 26 30 5 4'-10" 10'-8" F 22 24 27 29 13'-4" F 23 25 28 30 19'4" H 27 27 29 31 T.5" 5.5 4'-4" 9'-9" F 22 23 26 28 12'-6" F 24 25 28 29 18'-3" H 27 27 29 30 20 6 4'-0" 8'-11" F 22 23 26 28 11'-9" F 24 24 27 29 17'-3" H 27 27 28 30 20 6.5 T-8" 8'-3" F 22 23 25 27 11'-1" F .24 24 27 29 16-5" H 27 27 28 30 4'-6".. 7 T-5" T-8" F 22 22 25 27 10'-4" F 24 24 27 28 15'-8" H 28 28 28 30 19 7.5 T-2" T-2" F 22 22 25 27 9'-8" F 24 24 26 28 15-0" H 28 28 28 29 115 MPH EXPOSURE C or 130 MPH EXPOSURE 8 8 T-0" 6'-9" F 22 22 25 26 9'-1" F 24 24 26 28 14'-4" H 28 28 28 29 T-0" 8.5 2'-10" 6'4" F 22 22 24 26 8'-6" F 24 24 26 27 13'-10" H 28 28 28 29 20 9 T-8" 6-0" F 22 22 24 26 8'-1" F 24 24 25 27 13'-3" H 28 28 28 29 25 9.5 2'-6" 51-8" F 22 22 24 26 7'-8" F 24 24 25 27 12'-10" 1 29 29 29 29 1'-11" 10 2'-5" 5'4" F 22 22 24 26 7'-3" F 24 24 25 27 12'-5" 1 29 29 29 29 20 10.5 2'-3" 5'-1" F 22 22 24 26 6'.11" F 24 24 25 26 12'-0" 1 2929 29 29 11 2'-2" 4'-11" F 22 22 24 26 6'-7" F 24 24 24 26 11'-7" I 29 29 29 29 11.5 2'-1" 4'-8" F 22 22 25 26 6'-4" F 24 24 25 26 11'-3" 1 29 29 29 29 ICC ESR 1953 (2012 IBC) 2/24/2014 Page 14 of 106 10'-11" F n _Ivovrta D 25 10'-0" F 20 22 40 5 3'-7" 8'-1" F 18 21 23 25 21 5.5 T-3" T.5" F 18 20 23 25 20 6 3'-0" 6-9" F 18 20 23 24 F 6.5 2'-9" 6'-3"F 6'-1" 18 20 22 24 5'-10" T 2'-7" 5'-1u" F 18 19 22 24 22 7.5 2'-5" 5'-5" F 18 19 22 23 20 8 2'-3" 5'-1" F 18 19 21 23 F 8.5 2'-1" 4'-9" F 18 19 21 23 8'-S" 9. 2'-0". 4'-6".. ..F,- -,..18 .19 -22 23 25 9.5 1'-11" 4'4" F 18 ' "19 22' 23 22 10 1'-9" 4'-1" F 18 19 22 24 22 10.5 1'-8" T-11" F 18 20 22 24 F 11 1'-7" 1 T-8" F 18 20 22 24 115 MPH EXPOSURE C or 130 MPH EXPOSURE 8 40 5 T-7" 8'-1" F 20 23 25 27 5.5 3'-3" T-5" F 20 22 25 27 6 T-0" 6'-9" F 20 22 25 26 6.5 2'-9" 6-3" F 20 21 24 26 7 2'-7" 5'-10" F 20 21 24 26 7.5 2'-5" 5'-5" F 20 21 24 25 8 2'-3" 5'-1" F 20 21 23 25 8.5 2'-1" 4'-9" F 20 20 23 25 9 2'-0" 4'-6" F 20 21 24 25 9.5 1'-11" 4'-3" F 20 21 24 26 10 1'-9" 4'-1" F 20 21 24 26 10.5 1'-8" T-11" F 20 21 24 1 26 1 t 1'-7" 3'4" F 20 21 24 26 ICC ESR 1953 (2012 IBC) 2/24/2014 Page 14 of 106 10'-11" F 19 22 25 10'-0" F 20 22 24 9'-2" F 20 21 24 8'-5"F 23 20 21 23 T-10" F 20 21 23 7'-4" F 20 20 23 6'-11" F 20 20 23 6'-6" F 20 20 22 6'-1" F 20 20 22 5'-10" F-7 20 20 22 5'-6" F 20 20 22 5'-3" F 20 20 22 5'-0" F 20 20 1 22 10'-11" F 22 24 27 10'-0" F 22 23 26 9'-2" F 22 23 26 8'-S" F 22 23 26 T-10" F 22 22 25 7'4" F 22 22 25 6'-11" F 22 22 25 6-6" F 22 22 24 6'-1" F 22 22 24 5'-10" F 22 22 24 5'-6" F 22 22 24 5'-3" F 22 22 24 5-0" F 22 22 24 26 16'-3"- 26 15'-4" 25 14'-5" 25 13'-9" 25 13'-1" 25 12'-6" 24 11'-11" 24 11'-5" 24 _ ] 1'-0" 24 10'-7" 24 10'-3" 24 9'-11" 24 9'-7" 79- 28 28 27 27 27 26 26 26 26 26 26 26 H H 22 23 23 23 26 25 27. 27 H 23 23 25 27 H 23 23 25 N H 23 23 24 26 1 23 23 24 26 1 23 23 24 26 1 24 24 24 26 1 24 24_. 24 .25 1 24 24 .24- ... S 1 24 24 24 25 1 24 24 24 25 1 24 24 24 25 FEB 24 2014 0.024"x0x6'5" Raafter Single Span) 0.0321'x2"x6.5" Rafter (Single Span) 0.040'W"x6.5" Rafter (Single Span) -, 0.042"x3"x8" Rafter (Sinole Span) I .Lattice Tubes Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B (E-x_p uos re-C�. (psf) (in) 115 130 [1-1-51 120 X19 48" 10'-8" 9'-2" �);0' T-3" LIVED 40" 11'-8" 10'-2" 10':0" 8'-2" LIVE 32" 13'-0" 11'-6" 11'-4" 91-41- '-4"24" 2"x3" 24" 14'-11" 13'-5'3• 13'-2" 10'-11" 20 48" 6-8" 6-8" 6-8" 6'-8" LIVE 40" 8'-0" 8'-0"- 8'-0" 8'-0" i32" .32"-.. 9'-3"-• 9'-3" 9'-3" . 9'-3"- # 24" 10'-8" 10'-8" 10'-8" 10'-8" 25 48" 674" 64". 64" 64" 70" 40". 7.'-7" .T-7", T-7". 7-7" q 32" 9'-0" . ..9,_b,,; 9,_0„ 9,4; 24" '. 10'-5" 10'-5" 10'-5" 10'-5" 30 _ 48" 5'-3" 5'-3";•. ;6-3-', 5-3", " 40., ; : 6,4„ 6'-4' 6,,r 64" 72" 32"'1 T-1.1" 7'-11", 7'`11" T-11" 55" 24" 13'-0" 13'-0" 13'-0" 13'-0" 40 48" `4'-0" • 4-0" 4'4" 4'-0" 40" 4'79" 4'4", 4'-9" 4'-9" ..1.5.":1 32"' 5'-11';, 5'-11 ; 5-,11" 5'-11': 40" ' 24" T-11" 7'-11" T-11" T-11" 60 48" 2'-8" 2'-8" 2'-8" 2'-8" 40" 3'-2" 3'-2" 3'-2" 3'-2" 32" $ 0"' „ 8,_o4_0„ 4'-0" 4'4" 24" 5 3 r;; %; 5'c3'a .. 5'-3" 5'-3" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C . (psf) (in) 115 130 115 120 . 10- 48" 14'-7" 13'-7" ' 13'-5" 11'-3" LIVE 40" 15'-11" 14'-11" 14'-8" 12'-4" LIVE 32" . 17'-9" 16'-8" 16'-5" 13'-10" 2"x3" 24" 20'-4" 19'-1'; 21'-11" 19'-8" 20 48" 10'-5" 10'-5" 10'-5" 10'-5" LIVE 40" 11.'-4" 11'-4" 11'-4" 11'-4" i32" 32" 12'-8" 12'4" 12'4" 12'-8" # 24" '14'-7" 14'-7" 14'-7" 14'-7" 25- 48" 10'-2" 10'-2" 10'-2" '10'-2" 70" 40" i 13'4 13'-9" 13'-9" 13'-9" q 32" 12'-5" 12'-5" 12'-5" 12'-5" 24" .14'-3" 14'-3',' 1 14'-3" 14'-3" 30.48"•-1. 48" ' 9'-3"- 9-73",, 9'-3„ 9.-3„ " `40" 10'4' 10'-2" 10'-2" 10'-2" 72" 32". ' 11'-4" 11'-4" 11'-4" 11'-4" 55" 24" 13'-0" 13'-0" 13'-0" 13'-0" 40, . _ • 48" -8'-0" • 8'-0"8._0... . 10.'.-010':0" 8,_0„ 40::,' 8'-9" 8'-9",, 8'-9" 8'-9" ..1.5.":1 32" 0" 9'-10'4 9'-10" 9'-10'- '-10"24" 40" 24" 11'4" .11'1" 11'-4" 11'-4" 60 -• 48'' : 6 4', ; 6' 4" <6' 4" 6'-4': 40" a T-2" ,T-2" : T-2" T-2" 32" $ 0"' „ 8,_o4_0„ 10'-0" 8,_0„ 24":' ,9,_3, 9,_j" 9,_3„ 9,_3" Ground, Rafter Wind Speed and Exposure Snow Load. Spacing Exposure B Exposure C (pso (in) 115 130 115 120 10 48" 18':0" 17'-8" 17'-5" 14'-9" LIVE 40" . 19'-8"' 18'-11" 18'-9" 16'-2" LIVE 32" 21'-11 ' 20'-3" 20'-1" 18'-0" 2"x3" 24" 24'-8" 22'-1"- 21'-11" 19'-8" 20 48" 12'-10" 12'-10" 12'-10" 12'-10" LIVE 40" 14'-1". 14'-1" 14'-1" 14'-1" i32" 32" 15':8" 15'-8; 15'4" 15-8" # 24" ' 18'-0" 18'-0"' 18'-0" 18'-0" 25 48" 12'-7" 12'-7 12'-7" 12'-7" 70" 40" i 13'4 13'-9" 13'-9" 13'-9" q 32" 15-4" 154" 15'4" 154" 24" 17'-7" 17'-7" 17'-7" 1 17'-7" 30 48" ' 11°'-6"1 11'=6" 11' 6" "11'-6" 2"x3" 40" 12'-7" 12'-7" 12'-7" 12'-7" 72" 32" 14'-0::l" 14'-0" 14'-0" 14'-0" 55" 24" 16'-2" 16'-2"' 16'-2" 16-2" 40 48t ' 10'-q" 10' , " . 10.'.-010':0" 9'-6 , . 40" 10'-11" 10'-11"' 10'711" 10'-11" ..1.5.":1 32" 12'-2" 12'-2.112'-2" 8" 12'-2" 40" '24'' '14''0" 14'4" 14'-0'; 14'-0" 60 '-48- 2'-6" '7-9" - T 9„ 8._2,,,7 40" . 8'-11'•' 8'-11'; 8'211". 8'41" 32" 10'-0" 10'-0' 10'-0" 10'-0" 24" 11'-6". 11' 6",•' 11'-6" 11'-6" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 115 130 115 120: 10 72" 17'-3" 16'-2" 15-11" 13'-5" LIVE 64" 18'-3" 17'-2" 16'-11" 14'-3" LIVE 48" 21'-0" 19'-10" 19'-6" 16'-5" 2"x3" 32" 25'-4" .24'-0" 23'-8" 20'-0" 20 72" 12'11," 12'-4" 12'-4" 112 -4 - LIVE 64" 13'-0" 13'-0" 13'-0" 13'-0" i32" 48" 15'-0" 15'-0" 15-0" 15'-0" # 32" 18'4" 18'-3" 18'4" 118-4- 25 72" 12'-0" 12'-0" 12'-0" 12'-0" 70" 64" 12'-9" 12'-9" 12'-9" 12'-9" q 48" 14'-8" 14'-8" 14'-8" 14'-8" 32" 17;-10" 17'-107 17'-10" 17'-10" 30 72" 11'-0" 11'-0" 11'-0" 11'-0" 2"x3" 64" 11'-8" 11'-8", 11':8" 11'-8" 72" 48". 13'-5" 13'-5" 13'-5" 13'-5" 55" 32" 16'4' 164' 16'-4" 16'-4" 40 72'; � 9'-6" 9,�„ 9._6.. 9'-6 , . 64" 10'-1" 10'-1'; 101;1" 10'-1" ..1.5.":1 43..., 11 '-8" '-8 8" -8"48" 40" - 32' .' , •14 -2" .14-2"f 14'-2" 14'-2" 60 , ,.72"-.,7-9" 2'-6" '7-9" - T 9„ 7,4� 40" 8'73". 8'-3"' 8'-3" 8'-3" 48„ 9,-6„ :.9'-67 , 9'�„ 9,-0„ 24" .11 8 ;. -•.;11, 8"' 11'-8" 11'-8" fi: •k TABLE 1.19 +: _ , r�.. TABLE 1.20,E TABLE 1-.21 TABLE 1.22 — Table 1.23 1 :�: `,• . SINGLE SPAN TABLES f..,•,".. T:, M . ,: ,. u Y , r { a .:. ':; s;: k; -- - :••: , .z �•• :'r :• , NOTE: RAFTERS MAY OVERHANG 25% OF THEIR"CLEARSPAN`' _, { n n i .-... ..ty. �.•, ... ..;o. -. r.. 0.024 x2 x6.5 Rafter Multis an 0.032' z2"x6:5" Rafter Multis an i ( p ) ( p )', 0.040"x2 x6.5" Rafter (Multispan).:...-, ;•0.042"x3"x8" Rafter;(Multispan) t,,, Ground -Ground Lattice Wind Speed and Exp Exp osu're:6 : Exposure C Snow.Load, • Tube Exp C 10 48" (psf) `(in) 170 T-3" 10 1.5" 72" 9.. 11., 9'-11" 8'-2" LIVE 2" 72" 11'4;' ,11'-4" 9'-4" 2"x3" 72" 13'=4" 13'-4". 13'-2" 3" 72" 48" 5'-6" 6-6" 20 1.5" 72" 40" LIVE 2" 72" 6'-3" i32" 32" 2"x3" 62" 7,4„ 7,-4 # 3" 72" 8'-10" 8'-10" 8'-10" 25 1.5" 72" _5'-3'' -5'-3" 2" • 70" 40 9 8 9 8':.� 2"x3" 60" q 32" 7'=1'" 3" 72" 7'-1" 24" 30' 1.5".' 66" 8'-7" 30 2" 62" 4'-7" 4'-7" 4'-7" 2"x3" .54" 5'-3" 5'-3" 5'-3" 3".. 72" 32" 6'-3" 6'-3" 40 "1.51.' 55" 24" T-7" 2" 52" T-7" 40 48" 2"x3" 45" 3'-7" ' T -T' 3" .66" ' 4'-2" 4'-2" 60 ..1.5.":1 43..., 5'-0" 5'-0" 5-0" ` 2" 1 40" 24" 6'4" 6'-3" 2"x3"-: 34" 60 48" 2'-6" 3', 50." 2'-6" fi: •k TABLE 1.19 +: _ , r�.. TABLE 1.20,E TABLE 1-.21 TABLE 1.22 — Table 1.23 1 :�: `,• . SINGLE SPAN TABLES f..,•,".. T:, M . ,: ,. u Y , r { a .:. ':; s;: k; -- - :••: , .z �•• :'r :• , NOTE: RAFTERS MAY OVERHANG 25% OF THEIR"CLEARSPAN`' _, { n n i .-... ..ty. �.•, ... ..;o. -. r.. 0.024 x2 x6.5 Rafter Multis an 0.032' z2"x6:5" Rafter Multis an i ( p ) ( p )', 0.040"x2 x6.5" Rafter (Multispan).:...-, ;•0.042"x3"x8" Rafter;(Multispan) t,,, Ground RafterWirid.Speed and Exposure .. Snow Load Spacing Exp osu're:6 : Exposure C (psf) (in)' •115 , .130 =:'115 120 10 48" 8'-10''• 8'-10" .8'-10" T-3" LIVE 40" 9'-112 9.. 11., 9'-11" 8'-2" ' - 32" 11'-4" 11'4;' ,11'-4" 9'-4" l , 24" . 13'=4" 13'-4". 13'-2" 10'-11" 20. 48" 5'-6" 6-6" 5'-6" 6-6" LIVE 40" 6-3" 6'-3" 6'-3" 6'-3" i32" 32" T-4" 7,-4„ 7,4„ 7,-4 # 24" 8'-10" 8'-10" 8'-10" 8'-10" 25. 48" 6-3" " _5'-3'' -5'-3" _ 5'-3"- 40 9 8 9 8':.� 6 st9'-8" q 32" 7'=1'" 7'-1" 7'-1" 7'-1" 24" 8'-7" 8'-7" 8'-7" 8'-7" 30 48" 4'-7" 4'-7" 4'-7" 4'-7" 40" 5'-3" 5'-3" 5'-3" 5'-3" 32" 6'-3" 6'-3" 6'-3" 6'-3" 24" T-7" T-7" T-7" T-7" 40 48" T-7" 3'-7" 3'-7" ' T -T' 40" 4'-2" ' 4'-2" 4'-2" 4'-2" 32" 5'-0" 5'-0" 5-0" ` 5-0"•' 24" 6'4" 6'-3" 6'4" 6'-3" 60 48" 2'-6" 2'-6" 2'-6" 2'-6" 40" T-0" 3'-0" 3'-0" T-0" 32" T-7" 3'-7" 3'-7" T-7" 24" 4'-7" 4'-7" 4'-7" 4'-7" TABLE 1.24 Ground.sa Rafter:: .Wnd'Speed and Exposure , Snow Load S acir" P 9 Ex' osure B ":�. Ez osure C . p. s `'" (p fl inT` ( ) -. 115`• :130' '•`11S ' '120' A0;;.y.a 48 ,;a :13'-2" 131,2''; -13'-2''• 11'-3''•, LIVE` 40 14;-6"- .14'-6"! 14'-6" 12'-4" ' - 32' { 16':3" 16'-3" 16'-3" 13'-10" l , 24';.,'_ 18'-9" 18'-9", 18'79" 15'-11" -20 :`48''., 8 11:.'- =8'-1.1" >8 X11"• -8'-11" LIVE' /40" 9:11" 9 11 9';11" 9'1. -11" i32" ; 14.=8' 14'-8 14'78" 14'-8" # 24' _ ,13'-2".a X13-2" 13'-2" 13'-2" 25 - :'.. -48",-- 8'-8":... 8'=8t'. 8'-8",: _ 8'-8'. . 40 9 8 9 8':.� 9 st9'-8" q 32 10,-11' 10`-11'; 101-11" 10'-11" 24"f - 12'=10" 12'-10'; 12'710" 12'-10" 30 �:•;. 48 7 9"'a. T -9" -T-9",_ .7,_9" 40" 8'-8" 8'-8". , ~8'-8" 8'-8" 32" 13'70" 9'=11: 9'-11" 9'-11" 24" 11'-7" 11'-7" 11'-7" 1 11'-7" 40.x' _48",... 6-6". 6'-6".: 6-6"- -6-6" 40" T-3" 7,_3„ , 7'-3" 7,_3„ 32a'. 8;=4" 8,-4„ 8,-4„ 8,-4, 2; " 9'-11" 13'-0" 13'4" 13'-0" 60 48".. .4'-11'' 4'-11" 4'-11" 4'-11" 40"5'-7" 7'-11 ". 5'-7" 5'-7" 5'-7 32;, 6,-6„ 6,-6„ 6-6" 6,_6„ 24" 7'-9" .7'-9" 1 T-9" 1 T-9" AbLt 1.ZO Grounds Rafter . Wnd Speed and Exposure. Snow Load Spacing Exposure B�' Exposure C, ` (psf) ; ` E :;' "(in) 115 . "130: x:115 1201,. a 10 � X48". AT -0 1T-0''. ''17:-0"..14-4;' LIVE. "-40" 18'.-7" "18'-T" 18' 7" 16'-2" ' - 32" 20'-9" 20'-3", 20'=1" 18'=0" l , 24': 23'-1.0" 22'-1 " 21!1-11" 19'-8" 20 - °=; 48" 11 -11 11'.11 1,1'-11" 11'711" LIVE ' , 40':4 13-:1" 13'-1 13'.'1 13'-,'j i32" ; 14.=8' 14'-8 14'78" 14'-8" E ; 24':• 't 17 -0 ' 1 T-0 1 T=0" ' 17'-0''. 25 "..:.�T =; 48'•' 11 -7 ,.. t 11';-7 r: 11',.7" 11' 30 12' 11-1"- s 11'-1" 32" 14'=4 114'4", 14'-4" 14'-4" 24"f - 16-7" .16'-7" 16'-7" 16'-7" 30 : 48"• 410'-6", 10'-6 10'-6" 10'-6"- 0'-6"-11'-7'; 30" 11 .77',' ,11'77". 11-'-7" 11'-7" 32" 13'70" 13'-0" 13'-0" 13'-0" 24"15'-1" 14'-8"' 15'-1" 15'-1" 15'-1" 40 48" -,9'4"- 9'-0".. :9,4". , 9,-0!,-. 30' •8,-4„ 9'-11" 9'-11" 9'-11`' 32" 11'-2':, 11'-2" 11'-2" 11'-2" 24" 13'-0" 13'-0" 13'4" 13'-0" 60 48' 7'-1"; T-1" T-1" T-1" 40" 7'-11 ". 7-11 "' T-11" .T-1111" 32" 9'-0": 9'-0" 9'-0" 9'-0" 24" 10'76". 1. 10'=6" 10'-6" 10'-6" JCC ESR 1953 (2012 IBC) 2/24/2014 Page 9 of 106 ABLE 1.26 a, Ground" Rafter, "Wind Speed and,Exposure FS �.. ; Snow Load , Spacing ,... Exposure B ) Exposure,C , ' (psf) ; " (iri) , ,115 : -130 ct ''..115,: : 120 '-10-%!- 1" 36"� .1'5'-7"; 15 7' '•15'-T' LIVE ~30 16 7' 16 -7"• 16'-7" ` 14'-3" ' - 24 19 2' '.1_4-2"i -2"; 19'-2" 16'-5" 16'; .i 23'-5" '23.5':':: 23'-5" 20'_0„ X20' ` 36.;° ;10 8': '"10 8", "'10-8" 10'-8"•, • LIVE: •30 111-4-: 11 -4"' 11 4'' 11 4", F 24 ' 13-4 13 -4';13'-4" . 1341". ' X16 . 16 7; , 16 7 .' . ' 16'-7" ,16 -7" 25 � 36 1,Q_'441": 0':4" --10 4 - '104 30 11 1 11-1"- s 11'-1" 24' 13'-0" 13'-0" 13'7.0 ,13-0" 16" .. 16'-2'' . 16'-2" 16'-2" ,16'=2" 30: 36".i" " 9'4,., 9'-3" 9,_3„ 30" 9'-11" 9'-11" 9'-11" 9'-11" .'24 .: 11'-9" 11'-91' 11.'-9" 11'-9" 16. 14'-8"' 14'78" 14'-8" 14'-8" 40 36",,,. .7,_9,,.. .7,_9,. 7,_9„ 7,_9, 30' •8,-4„ 8,.„ 8,-4„ 8,4„ 24" 9'-11" 9''.-11" 9'-11" '9'-11" 16" 12'-7" 12'-7" 12'-7" • 12'-7" 60 36 ' 5'-11" 5':11" V-11" 5'-11" 30" 6-5" 6-5" 6'-5" 6-5" 24" 7-9" 7,_9„ 7,_9„ 7,_9„ 16" 9'-11" 1 9'-11" 1 9'-11" 1 9'-11" TABLE 1.27 i 3 Metals Building Products '5005 Veterans Memorial Hwy Holbrook, NY 11741 (631) 563-4000 6 r=_ Carl- Putnam P. E: 3441 lvylink Place Lynchburg,,VA: 24503 " carlputnam@corricast net :�iO�ESSIQ:. FEB 24 2014 osure 1 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 115 130 115 120, 10 24" 6-9" 6'-9" 6-9" 6'-9" LIVE 20" 7'-9" 7'-9" 7'-9" 7'-9" 16" 9'-1" 9'-1" 9'-1" 9'-1" 20 12" 11'-0" 11'-0" 11'-0" 10'-11" 20 24" 3'-10" T-10" 3'-10" 3'-10" LIVE 20" 4'-6" 4'-6" 4'-6" 4'-6" 9'-5" 16" 5'4" 6-4" 5'-4" 5'-4" 12'-8" 12" 6'-9" 6'-9" 6-9" 6 4- =25- := 24" . 3'-8" 3'-8" 3'-.8" 3'-8" 7'-3" 20" 4'-3" 4'-3" 4'4" 4'-3" 9'-1" 16" 5'-2" 5'-2" 5'-2" 5'-2" 12'-2" 12" 6'-6" 6'-6" 6'-6" 6'-6" 30 24" 3'-1" 3'4" 3'-1" 3'-1" 6'4" 20" 3'-8" T-8" 3'-8" 3'-8" 7'-11" 16" 4'-5" 4'-5" 4'-5" 4'-5" 10'-9" 12" 5'-7" 5'-7" 5'-7" 5'-7" 40 24" 2'-5" 2'-5" 2'-5" 2'-5" 4'-10" 20" 2'-10" 2'-10" 2'-10" 2'-10" 6'-3" 16" 3'-5" 3'-5" 3'-5" 3'-5" 8'-8" 12" 4'-5" 4'-5" 4'-5" 4'-5" 60 24" V-7" V-7" V-7" V-7" 3'-5" 20" V-11" 1'-11" V-11" 1'-11" 4'-5" 16" 2'-5" 2'-5" 2'-5" 2'-5" 6'-3" 12" 1 3'-1" T-1" 1 3'4" 1 3'-1" [ABLE 1.b ICC ESR 1953 (2012 IBC) 2/24/2014 �•••'-^ "Y`^"/ Vv1u1NJyG11/ W.- - AU I%QIIQI tIVIUMOVOM Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (pst) (in) 115 130 115 120 10 24" 10'-2" 10'-2" 10'-2" 10'-2" LIVE 20" 11'-6" 11'-6" 11'-6" 11'-6" 16" 13' 4" 13=4'" t3' �t 13'-4L 20 12" 15'-11" 15-11" 15'-11" 15-11" 20 24" 6-1" 6'-1" 6-1" 6-1" LIVE 20" 7'-0" T-0" 7'-0" T-0" 9'-5" 16" 8'-3" 8'-3" 8'4" 8'-3" 12'-8" 12" 10'-2" 10'-2" 10'-2" 10'-2" 25 24" 5'-10" 5'-10" • 5'-10" 5'-10" 7'-3" 20" ' 6'-9" 6'-9" 6'-9" 6-4- 9'-1" 16" 8'-0" 8'-0" 8'-0" 8'-0" 12'-2" 12" 9'-10" 9'-10" 9'-10" 9'-10" 30 24" 5'-0" 5'-0" 5'-0" 5'-0" 6'4" 20" 5-10" 5'-10" 5'-10" 5'-10" 7'-11" 16" 6-11" 6-11" 6-11" 6-11" 10'-9" 12" 8'-8" 8'-8" 8'-8" 8'-8" 40 24" 3'-11" 3'-11" 3'-11" 3'-11" 4'-10" 20" 4'-7" 4'-7" 4'-7" 4'-7" 6'-3" 16" 5'-6" 5'-6" 5'-6" 5'-6" 8'-8" 12" 6'-11" 6-11" 6-11" 6-11" 60 24" 2'-9" 2'-9" 2'-9" 2'-9" 3'-5" 20" 3'-3" 3'-3" 3'4" 3'-3" 4'-5" 16" 3'-11" 3'-11" 3'-11" 3-11" 6'-3" 12" 1 5'-0" 5'-0" 1 5'-0" 5'-0" I ABLE I. ( Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 115 130 115 120 10 24" 13'-8" 13'-8" 13'-8" 13'-8" LIVE 20" 16-4" 164" 154" 16-4" 16— Z7" 1Z �LZL �L7 7" 20 12" 20'-9" 20'-9" 20'-9" 19'-8" 20 24" 8'-5" 8'-5" 8'-5" 8--5-- '-5"LIVE LIVE 20" 9'-8" 9'-8" 9'-8" 9'-8" 9'-5" 16" 11'-4" 11'-4" 11'-4" 11'-4" 12'-8" 12" 13'-8" 13'-8" 13'-8" 13'-8" 25 24" 8'-2" 8'-2" 8'-2" 8'-2" 7'-3" 20"9'4° 24" '9'-4" 9-4- -4„ 9'-1" 16" 10'-11" 10'-11" 10'-11" 10'-11" 12'-2" 12" 13'-3" 13'-3" 13'-3" 13'-3" 30 24" 7'-1" 7'-1" 7'-1" T-1" 6'4" 20" 8'-2" 8'-2" 8'-2" 8'-2" 7'-11" 16" 9'-7" 9'-7" 9'-7" 9'-7" 10'-9" 12" 11'-9" 11'-9" 11'4" 11'-9" 40 24" 5'-8" 5-8" 5'-8" 5'-8" 4'-10" 20" 6-6" 6'-6" 6'-6" 6'-6" 6'-3" 16" 7'-9" 7-4- 7--9" T-9„ 8'-8" 12" 9'-7" 9'-7" 9'-7" 9'-7" 60 24" 4'4" 4'4" 4'-0" 4'-0" 3'-5" 20" 4'-8" 4'-8" 4'-8" 4'-8" 4'-5" 16" 5'-8" 5'-8" 5'-8" 5'-8" 6'-3" 12" 7'-1" T-1" 7'-1" 7'-1" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 115 130 115 120 10 36" 11'-8" 11'-8" 11'-8" 11'-8" LIVE 30" 12'-8" 12'-8" 12'-8" 12'-8" —24= 16" L5'-4" 19'-8" 1 . 4= 19'-8" 15' 4= 19'-8" 1-5'-42 19'-8" 20 20 36" 6-10" 6-10" 6-10" 6'-10" LIVE 30" T-6" 7'-6" T-6" 7'-6" 0.040" 24" 9'-5" 9'-5" 9'-5" 9'-5" 0.024" 16" 12'-8" 12'-8" 12'-8" 12'-8" 25 36" 6-7" 6-7" 6-7" 6'-7" 0.040" 30" T-3" 7'-3" T-3" 7'-3" 0.024" 24" 9'-1" 9'-1" 9'-1" 9'-1" 0.032" 16" 12'-2" 12'-2" 12'-2" 12'-2" 30 36" 5'-8" 5'-8" 5'-8" 5'-8" 0.024" 30" 6-3" 6'-3" 6'-3" 6'4" 0.032" 24" T-11" 7'-11" T-11" 7'-11" 0.040" 16" 10'-9" 1 10'-9" 10'-9" 10'-9" 40 36" 4'-5" 4'-5" 4'-5" 4'-5" 0.032" 30" 4'-10" 4'-10" 4'-10" 4'-10" 0.040" 24" 6'-3" 6'-3" 6'4" 6'-3" 16" 8'-8" 8'-8" 8'-8" 8'-8" 60 36" 3-0" 3'-0" T-0" 3'-0" 30" T-5" 3'-5" 3'-5" 3'-5" 24" 4'-5" 4'-5" 4'-5" 4'-5" 16" 6'4" 6'-3" 6'-3" 6'-3" 3"x3" Rafter 06" o/c (Sinale and Multisoan) Ground Metal Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C (psf) (in) 115 130 115 120 10 0.024" 12'-5" 12'-5" 12'-5" 12'-5" LIVE 0.032" 16-11" 16-11" 16-11" 16-11" 0.040" 21'-1" 21'-1" 21'-1" 21'-1" 20 0.024" 8'-5" 8'-5" 8'-5" 8'-5" LIVE 0.032" 11'-9" 11'-9" 11'-9" 11'-9" 0.040" 14'-10" 14'-10" 14'-10" 14'-10" 25 0.024" 8'-2" 8'-2" 8'-2" 8'-2" 0.032" 11'-5" 11'-5" 11'-5" 11'-5" 0.040" 14'-6" 14'-6" 14'-6" 14'-6" 30 0.024" T-4" 7'-4" T-4" 7-4- 0.032" 10'-4" 10'-4" 10'-4" 10'-4" 0.040" 13'-1" 13'-1" 13'-1" 13'-1" 40 0.024" 6'-1" 6-1" 6'-1" 6-4- 0.032" 8'-9" 8'-9" 8'-9" 8'-9" 0.040" 11'-2" 11'-2" 11'-2" 11'-2" 60 0.024" 4'-8" 4'-8" 4'-8" 4'-8" 0.032" 6-9" 6'-9" 6-9" 6'-9" 0.040" 8'-10" 1 8'-10" 8'-10" 8'-10" TABLE 1.5 FEB 24 2014 Metals Building Products 5005 Veteran's Memorial Hwy Holbrook, NY 11741 (631)563-4000 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 TABLE 1.8 TABLE 1.9 cariputnam@comcast.net Page 8 of 106 'X6.5' ALUM RAFTER Fr ❑UBLEZAL-UMINUM 3'X8' OR 2'X6.5' HEADER STEEL ❑R ALUMINU`POST NON STRUCTURAL ALUMINUM OR FIBERGLASS POST' ALUMINUM L:ATTICE�` NOTES: 1. FIBERGLASS OR ALUMINUM POST COVER IS NON' 2. ATTACHMENT IS TO HOLD COVERING AGAINST MINOR LATERAL FORCES. 3. USE MULTIPLE BRACKETS AS NEEDED. ALUMINUM (C ALUMINUM OR STEEL PC ST� BEARING FIBERGLASS OR ALUMINUM POST COLLAR SLAB OR F❑❑TING� FIBERGLAS; •. v._ . - - _ fid• FIBERGLASS.❑R_ALUMINUM- DEC❑RATIVE POST COVER 'Revisions 1:5'X1.5'- METAL' ANGLE BRACKET (TYR) 3/8'X3/4' BOLT / . CONCRETE ANCHOR ° ' ! POST SLAB•OR FOOTING - a METALS•' ATTACHMENT < : ' bui.lding Orbducts 2'X6,5' - ° • • .. ALUM RAFTER ATTACH AS PER `DETAIL LA25 <°. , CSIX PL""ACES): wAL`'L OPENING -. - HEADER ' c y t ` ATTACHMENT - < o ' 2"X6 5 ;'ALUM RAFTERS.OSE: `0. T,3 °X8'' ALUM , RAFTERS*`FESS/p TWO #14 SMS FOR;`10 PSF%115.'MPH' EXP C 1' rim 'IN a .` u' �:"• o FOUR X14 SMS' FOR ALL OTHERS' i BRACKET ' L 3"X8 RAFTERS USE k Y r +2 DETAIL> LA1'6 '4 J 'I' 8 • FOUR, #14 SMS FOR »10 PSF/115 MPH EXP C �. FIVE`#14 SMS FOR, "ALL: OTHERS:::,,:_ . , ' :r t ._ ? , .� HEADERS U fr30 45 *. a 3'X8' ALUM M'ATCH.HEADER SCREWS 0• s N� �P I: ,x s � O� ' t LUM RAFTER 2,25' MIN #14 SELF -DRILLING rRIB 'AREA ' FEB 24 2014 ' LUM RAFTER e SCREW (SIX PLACES) LA WIDTH 38 r SEE UNDERHUNG REQUIREMENTS I UNDERHUNG'DOUBLE RAFTERS POST SPACING (LA) 40 ,_-_, Carl Putnam, P. E 3441 IVYLINK PLACE _x LYNCHBURG,:VA 24503 -" CARLPUTNAMRCOMCAST.NET DETAIL LA36 o I MATCH RAFTER SCREWS _ MAX TRIBUTARY AREA 79 SQ. FT FOR- 10 .PSF ALUMINUM o 41 SQ FT FOR 20 PSF STUB POST—/ 39 SQ FT -FOR 25 PSF GSL) . t= 0,040' HEADER ATTACHMENT _. 33SOFT FOR 30 PSF GSLA TO WALL MAXIMUM LOAD IS 1104 LBF; -.wGROUND SNOW- LOAD LA CHECK POST SPACING•FOR _ . DOUBLE RAFTERS ` ' -39 - HEADR IN TABLES - ICC ESR 1953 (2012 -IBC) 2/24/2014 _ Page.7 of 106 • ♦..,...... ...-... -... c,,.,.., .-.4,,. ..-.. azo ,r.y..-+.:e e. .:. �..-. ,. .. ,. ,,. .._..-. _, a. s•.:•r, ..•txs ,, ._. .....=Y;': .. ., .. ....._r,-.n>•v.: =.�.....c: _.-.,.- .. `t•a: _ .. h._ .�,i. ;. ::f.«o rrla^ :'i: to D=awn By CMP Check By CMP < Rename , LAT05.dwg Scale NTS..c,.:: DOUBLE' ALUMINUM` FIBERGLASS ❑R 3'X8' ❑R ALUMINUM r 2'X6,5'. HEADER ':_ POST :C❑L I_rAR a ALUM OR FIBERGLASS POST COVER POST RESTS ON GROUND 3'X3' STEEL ❑ STEEL OR ALUMINUMIFOST SECURED + . ALUMINUM POST BY. APPROVED METHOD INCLUDING CONCRETE - M EMBEDMENT OR -CONCRETE SURFACE ATTACHMENT �-N❑N + ? STRUCTURAI=-/ BY SCREWS' OR' BOLTS. a _ -p - - oo. FIBERGLASS. OR r u wn • ... ALUMINUM --POST r i s , :r f . r LA FIBERGL�ASSP..OST ' Cl aQ>o dz 41 HEADER ATTACHMENT mw ALUMINUM V)> C3 W) STUB POST } ¢� ca .0,040' MIN THICKNESS ,.a W❑❑D FRAMING SEE GENERAL NOTE #21 FORWEATHER PROTECTION - MAY NOT ATTACH HEADER CD=v .... ,..' _ -.. - SG=0.5 MIN ` OVER WIND❑W OR OTHER - 1/4'' LAG SCREWS CSIX PL""ACES): wAL`'L OPENING -. - HEADER ' c y t ` ATTACHMENT - < o ' 2"X6 5 ;'ALUM RAFTERS.OSE: `0. T,3 °X8'' ALUM , RAFTERS*`FESS/p TWO #14 SMS FOR;`10 PSF%115.'MPH' EXP C 1' rim 'IN a .` u' �:"• o FOUR X14 SMS' FOR ALL OTHERS' i BRACKET ' L 3"X8 RAFTERS USE k Y r +2 DETAIL> LA1'6 '4 J 'I' 8 • FOUR, #14 SMS FOR »10 PSF/115 MPH EXP C �. FIVE`#14 SMS FOR, "ALL: OTHERS:::,,:_ . , ' :r t ._ ? , .� HEADERS U fr30 45 *. a 3'X8' ALUM M'ATCH.HEADER SCREWS 0• s N� �P I: ,x s � O� ' t LUM RAFTER 2,25' MIN #14 SELF -DRILLING rRIB 'AREA ' FEB 24 2014 ' LUM RAFTER e SCREW (SIX PLACES) LA WIDTH 38 r SEE UNDERHUNG REQUIREMENTS I UNDERHUNG'DOUBLE RAFTERS POST SPACING (LA) 40 ,_-_, Carl Putnam, P. E 3441 IVYLINK PLACE _x LYNCHBURG,:VA 24503 -" CARLPUTNAMRCOMCAST.NET DETAIL LA36 o I MATCH RAFTER SCREWS _ MAX TRIBUTARY AREA 79 SQ. FT FOR- 10 .PSF ALUMINUM o 41 SQ FT FOR 20 PSF STUB POST—/ 39 SQ FT -FOR 25 PSF GSL) . t= 0,040' HEADER ATTACHMENT _. 33SOFT FOR 30 PSF GSLA TO WALL MAXIMUM LOAD IS 1104 LBF; -.wGROUND SNOW- LOAD LA CHECK POST SPACING•FOR _ . DOUBLE RAFTERS ` ' -39 - HEADR IN TABLES - ICC ESR 1953 (2012 -IBC) 2/24/2014 _ Page.7 of 106 • ♦..,...... ...-... -... c,,.,.., .-.4,,. ..-.. azo ,r.y..-+.:e e. .:. �..-. ,. .. ,. ,,. .._..-. _, a. s•.:•r, ..•txs ,, ._. .....=Y;': .. ., .. ....._r,-.n>•v.: =.�.....c: _.-.,.- .. `t•a: _ .. h._ .�,i. ;. ::f.«o rrla^ :'i: to D=awn By CMP Check By CMP Date Rename , LAT05.dwg Scale NTS..c,.:: Page 0 , _ . ATTACH PER DETAIL LA33 LA 30 ALUM RAFTER LEDGER AND WALL ATACHMENT DF WOOD LEDGER ( �i OTE #2�� A TTABLE 7.0 AND NUMB FOUR #8 LA 33 � .51 3•• POST SEE TABLE 7.3 COLUMN A FOR #14 SMS COLUMN B FOR 3/8" BOLTS A SEE GENERAL NOTE #21 Seal with permanently flexible Existing 2x wood framing SEE TABLE 7.6 Solid Cover Wind & waterproof sealant „ m i n. 2 4 O.C. Revisions FOR FASTENER (24" OIC CONTINUOUS 2"X6" DF LEDGER OR PROVIDE D.F. Larch. SPACING 2" x 4" StudI SIMPSON STRONG TIE MSTA36 (ICC ESR 2105) 20 GA ASTM A653 GRADE LAT MAX FOOTING SIZE 12'-01' SPLICE LOCATION. COVER W/ 0.019" ALUM 33 STEEL BRACKET STUD WALL — ' "" ' ATTACH ALUM RAFTERS PER LA33 FouR BwooDscREws I INTO RAFTER AND 2X SG = 0.5 MIN 25'-a FASCIA, ONE PER RAFTER 23'-10" "� 3.5 MIN 1/4" Lag Screw Continuous 2"X fascia board 2x8 25-0' Completely Seal with SEE GENERAL NOTE #21, 0 1/4" LAG SCREW 25-0' ermanently flexible & 0.019" ALUM OR 0.035" 0 >-W/ 2.25" PEN /i i f11111/1 —waterproof sealant �NYI- o 19-3" --- 2.25" n11 1" MIN building frodadts I 3-8" Lattice=140 Exp C ATTACH ALUM RAFTE o 0 25-U 25'-U AS PER LA33 0 LUMINUM RAFTER ECIFIES TYPE OF FASTENERS LA16 SCREWS Synthetic Stucco or ROOF COVERING IS SHEATHIN ther non—structural covering A MAXIMUM OF 3 PSF (1" max. thick) 2X OF WOOD HEAVIER ROOF COVERING LA FA CIA SHALL REQUIRE ADDITIONAL TABLE 7.7 SPECIFIES THE ALLOWABLE 32 ENGINEERING ANALYSIS DISTANCE TO FIRST ROW OF POSTS EAVE LA STUCCO ATTACHMENT DETAILL OVERHANG 31 WITH LEDGER BOARD I OST SEE TABLE'; /FOR Q ONE BOLT DIAM. (MI ALUMINUM BRACKET DETAIL .LA09 OR LA12 LA 35 FOOTING OR 4" CONCRETE SLAB re - _TAIL LA13 LA08 ATTACHED SINGLE CON CR SPAN FOOTING CONSTRAI TWO STAINLESS 8" OR GALVANIZED �" HILTI KWIK BOLT TZ ANCHOR (ICC ESR 1917) W/ 2" EMBEDMENT (OR EQUIVALENT) AND 3/4"0 WASHER FOR ATTACHMENT TO 4" CONCRETE SLAB UP TO 170 MPH EXP C WINDS, ATTACHMENT TO FOOTINGS USE TWO ANCHORS FOR FOOTINGS UP TO d = 26" POST ATTACHMENT DETAIL TO SLAB OR FOOTING SINGLE SPAN ATTACHED UNITS ICC ESR 1953 (2012 IBC) 2/24/2014 Page 6 of 106 VE Live/Snow Load �'�'.• ` STEEL STEEL 3/$"-0 w / 2"—E FFE.C' EMBEDMENT HILTI EAVE OVERHANG Solid Cover Wind ..: KWIK BOLT TZ (24" OIC �•`:•::'' (ICC ESRC 1917) 2x4 25'-0' MAX FOOTING SIZE 12'-01' T-1" f%4 Lattice=135 FSC 2x6 ATTACHED SINGLE CON CR SPAN FOOTING CONSTRAI TWO STAINLESS 8" OR GALVANIZED �" HILTI KWIK BOLT TZ ANCHOR (ICC ESR 1917) W/ 2" EMBEDMENT (OR EQUIVALENT) AND 3/4"0 WASHER FOR ATTACHMENT TO 4" CONCRETE SLAB UP TO 170 MPH EXP C WINDS, ATTACHMENT TO FOOTINGS USE TWO ANCHORS FOR FOOTINGS UP TO d = 26" POST ATTACHMENT DETAIL TO SLAB OR FOOTING SINGLE SPAN ATTACHED UNITS ICC ESR 1953 (2012 IBC) 2/24/2014 Page 6 of 106 VE Live/Snow Load RAFTER IMAX DISTANCE TO FIRST ROW OF POSTS "L" EAVE OVERHANG Solid Cover Wind Sim (24" OIC 6" 12" 18" 24" 30" 10 Psf 2x4 25'-0' 29-9" 12'-01' T-1" :i-8" Lattice=135 FSC 2x6 25-0' 25'-a 25'-0' 23'-10" 1T-1" 2x8 25-0' 25'-0 254 25-0' 264 10 Psf 2x4 254 19-3" 11'-6" T-1" 3-8" Lattice=140 Exp C 2x6 25-U 25'-U 25'-0' 22'-6" 16'-7" 2x8 25-0' 264 25-0' 25-0' 25'-0' 20 Psf 2x4 19'-0' 101-3" 5-10" 3'4" T_8" Lattice=170 E)p C 2x6 19'-0' 19'-C 1T-1" 11'-9" 64" 2x8 19'-0' 19'-0 19140' 19'-a' 16'-8' 25 psf 2x4 19-0' 11'-3" 64" 314" 1'-9" Lattice=170Exp C 2x6 18'-9 1F -a 18'-0' 12'-10" 9-11, 2x8 18'-0' 18'-(7 18'-0' 18'-0' 18'-0' 30 Psf 2x4 17'-0' 9-2" 5'-1" 2'-8" a-0" Lattice=170 Exp C 2x6 17'-0' 1T -C 15-3" 10'4" T-1" 2x8 17'-0' 17'-0' 17'-0' 1T-0' 14'-8" 40 psf 2x4 14-01 6-7" 3-4" 0'-0" 0-0" Lattice=170 Exp C 2x6 14'-O' 14'-0' 11'-0" T-2" 4-7" __2xS— —144" —14'-U— 14'-0' 14'-0' 10'-3' g0'Psf" ----9'-C,. 4!.0,._.. `0_0" ' �0 ttice=r170-E i C F _2x4 2x6 T -C 9'-0 4 2x8 9'-0 9-0 M1�.5" SLAB FOR FOOTINGS SHEET M8 ALUM W/ t=0.120\OR STEEL POST WITH 12" EMBED FOR,\FOOTINGS UP TO d=39" OR 18" EMBED FOR FOOTINGS UP TO cl=48' , 12 C " Ot 18" d " Y ONE 3/8" x 9" STEEL 4tROD (REBAR OR THREADED) OR BOLT CENTERED ON POST FREESTANDING OR ATTACHED EOOTIINNG 3 .70- U O E� Q) o r a tor O C c } O Z'7 Q) ca i O o LO 7-0 o—� �tLo2� FEB 24 2014 Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@CCOMCAST.NET Drawn By CMP Check By CMP Date Filename LAT04.DWG Scale Page # J' STEEL BOLTS OR #14 SMS SEE BELOW FOR QTY R 1" MIN DOUBLE 2t%X6,5'�41., HI—� O Revisions OR DOUBLE 3°X'88' HEADER i....� ; . i - ., 14 SM SCREWS MAX F❑OTI,,NG SIZ B (8 PLCS) d=31°0 AD 0 0 0 1114 SM SCREWS #14x1/2° SMS (8 PLCS) LA FOR DOUBLE 3X8 4 EACH SIDE = EYP SPACING 25 METALS h° 6'24° ❑/C F❑R DOUBLE 2X6,5" 6tiildin.gcirocuC.ts ° 4AX F❑❑TING DETAILS h' S 3 S d=28° LA15 `"(S-T'EEL) LA19, L, 0, LA17 l Q H Q a SEE TABLES Lla-Lld FOR MIN °A° AND °B° LATTICE /TW DETAIL/jL,A21 DOUBLE HEADERS USE BRACKET PER HEADER l,..: OUTSIDE BR.ACKE DETAILNLA.I ALL C BEAMS USING TWICE THE "ON SLAB" SPACING REQUIRE FOUR J" BOLTS =�#8 SMS 9%°0 WASHER, SCREWS ARE w � ,'�L❑NGER THAN LATTICE HEIGHT z -a LUM�RA FOUR �# UNDER .1 FOUR #1 130 MPH '�_EADER SEE. TA *.-.bF #14;SMS0t .SDS ,2 .I 4. I: C" CubicFaoier:Size._'•tl.�. in 21 26' E 30 >33 , 35.. 3X8 STEEL C HEADER INSIDE 3X8 BOX BEAM (DETAIL LA0�4) FTER SMS 10 : MPH owkSMS FOR W�INDSPEED . LA 27 • IJlcvrable Trib Width Wind __—STEEL.;POST OR . Speed t 5n) Header 2 3 4 5 LUM BdXBEAM CLA04) . ALUM POST W/ t=0.120" Double 2x6 11 " WITH STEEL INSERT.. FEB 24 201`4 " LA.. ATTICE .xr 0.042 : DOUBLE ORSINGLE 3X8 ,STEEL C BEAM.. BOLT LAYOUT FOR SPLICED,AND NDN SPLICED ATTACHMENT 0.042 Double 3x8 12' 15' FO❑TING REQUIREMENTS ' USE 4 BOLTS/SCREWS FOR FOOTINGS UP TO d=33' USE 6 BOLTS/SCREWS FOR FOOTINGS UP TO d=38' USE 8 BOLTS/SCREWS FOR FOOTINGS UP TO d=42' USE 10 BOLTS/SCREWS FOR FOOTINGS -UP TO d=45' USE 12 BOLTS/SCREWS FOR FOOTINGS UP TO d=48' USE 14 BOLTS/SCREWS FOR FOOTINGS UP TO d=50' ALL C BEAMS USING TWICE THE "ON SLAB" SPACING REQUIRE FOUR J" BOLTS =�#8 SMS 9%°0 WASHER, SCREWS ARE w � ,'�L❑NGER THAN LATTICE HEIGHT z -a LUM�RA FOUR �# UNDER .1 FOUR #1 130 MPH '�_EADER SEE. TA *.-.bF #14;SMS0t .SDS ,2 .I 4. I: C" CubicFaoier:Size._'•tl.�. in 21 26' E 30 >33 , 35.. 3X8 STEEL C HEADER INSIDE 3X8 BOX BEAM (DETAIL LA0�4) FTER SMS 10 : MPH owkSMS FOR W�INDSPEED . LA 27 • IJlcvrable Trib Width Wind Nc. ofh3 Screws Speed t 5n) Header 2 3 4 5 115 mph 0.040 . Double 2x6 11 15' " FEB 24 201`4 " LA.. ATTICE Exp C 0.042 : 0.042x3"x8" 5 . 9 12' 15 0.042 Double 3x8 12' 15' 140,mph 0.040 Double 2x5 9' 13' 15' Exp C 0.042 . 0.042"x3"xV S T 9' 12' 0.42 Double 3x8 9' 14' 15' x14 Screws 170 mph 0.040 Double 22x6 8' 12' 15' Exp C 0.042 0.042"x3"x8" 4' 6' 8' 11' 0.742 Double 3x8 - k i;[�. 8' . 13" 15' 140 mph 16G min e-' Steel C • 15' Exp C 16G min Double'Steel C 15' 170 mph 188. min 8" Steel C.s . ' 11' 15' Exp'C 1 S min Double Steel C. 15' LE FOR `NUMBER AND SIZE OF ''SCREWS, ALL C BEAMS USING THREE TIMES THE "ON SLAB" SPACING REQUIRE SIX" BOLTS LA :40 ALL C BEAMS USING FIVE TIMES THE "ON SLAB" SPACING REQUIRE EIGHT4" BOLTS 28 DETAIL LA08 OR L,119 STEEL POST IGHT #14 SMS OR SDS ALUM POST "W/ t=0.120" MAX .FOOTING SIZE d=35° .ICC ESR 1953 (2012 IBC) 2/24/2014 THIS DETAIL MUST BE .USED WITH SIDEPLATES AS PER -LA24 OR WITH AN EMBEDDED F.00TING''AS PER LA36' - Page.5 of 106 i q Z } o J Q Z O W F— Y ('') W C3 �,D o>pLn J a Q0=q w CD a ZU72v 14 SMS Carl Putnam, P, E, 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAMRCOMCAST.NET Ora" By CMP Check By CMP Date Rename LAT03.DWG Seale. -Pagel "X32 ALUM RAFTER FEB 24 201`4 " LA.. ATTICE 29 HEADER 14 SMS Carl Putnam, P, E, 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAMRCOMCAST.NET Ora" By CMP Check By CMP Date Rename LAT03.DWG Seale. -Pagel i 6 0.042' LA t I 04 3.000 0,042'x3'X8' HEADER/RAFTER 3004 H34 LA 17 2.703 O 0.090 � (U 1 LA 'U' BRACKET 11 FOR 3' SQUARE POSTS 6063 T6 ALUMINUM R0.1400 00.032' o . .040' C7 0.04.3' LA 3' L❑CKSEAM P 15 A-653 GRADE�e 3004 H34 ALUM 6 0.024' 0.032' 0.040' 2'X6 1/2' HEADER LA 3004 H34 05 �-2.308--{ f --2.375--I f 1.5' 0.090 'U' BRACKET 6063 T6 ALUMINUM 0.059' (16 GA) 0.070' (14 GA) 0.105' (12 GA) -MUST BE ENCLOSED IN LA04 7.75' f--2.500— LA STEEL C B 06 A653 GRAD �--- 5.683 0.090 +_ ALL BRACKET DIMENSIONS EXCEPT THICKNESS ARE APPROXIMATE JM JM �2.25 I —2.375--I �2.0'4 0.040'X3'X3' 3004H34 0.018'X2'X2' 3105H14 0,018'x2'x3' 3105H14 or 2.75' 0.062' OUTSIDE INSIDE L LA RAFTER/HEADER OUTSIDE AND INSIDE 16 'U' BRACKETS (6063T6 ALUM) FOR 2' . AND 3' WIDE RAFTERS CD at87s LA 18 3'-6' ASTM A500 GRADE B STEEL POSTS SEE GEN NOTE #13 FOR CORROSION PROTECTION ICC ESR 1953 (2012 IBC) 2/24/2014 3' or 4' 3' OR 4' ASTM A500 GRADE A STEEL POSTS SEE GEN NOTE #13 FOR CORROSION PROTECTION i LA FLUTED 19 ALUMINUM POST 6061 T6 0.875' 1 LA a i 09 5.683 � Revisions j. o p O o ) O O O 2.3750 00 p O + ( o o U� 0.090' O / 0.125 m i o (U DARD 07 FOR NCCLOVERLE FE POSTS 1 E A R L 6063 T6 ALUMINUM LA HEAVY DUTY BRACKET 3.000__- building products 08 FOR CLOVERLEAF POSTS Fy = 36 KSI ASTM A123 G75 r 3 C'j_ I— 5.683U —t ALUM BRACKET 1 00 FOR 3' SQUARE POSTS 6063T6 N Z C" r O l AZro -0Zv 0w . i 0.090 cnj -- _ I •~~ y .. _.., a, Ip1 '_ a i1111� (111 I `I111`� �`101i11 1111�� '� �\ �j -. . . ��' 1111•►� I j ' � I SNOW LOADS d : d a• a' d: ' • ..a - . p I d CMP .� . d' ,'d.•� ` ° a I . I d LAT0I;DWG -�: V. d - •d\ •i� O ° j :- .- Q' �a: G• �;d' :Q _ .Q. Fo�Y. - 9r' :a °., d .d - Q- I •; 1. MIN 3.5" CONCRETE' a f ' `t, Q - 4 :L' I .� as .d '•_J SLAB REQUIRED FOR tl ° %J, ao •' CONSTRAINED "FOOT INGS 4. 01 FREESTANDING LATTICE COVER iy _ = FREESTANDING MU:LTISPAN 0.042"x3"x8" ALUMINUM BEAM 12, 14 OR: 16 GA BY 3"X8" STEEL C—BEAM + , . . LA LATTICE COVER DOUBLE 0.040"X2"X6.5" ALUMINUM 'BEAM ,.. DOUBLE 0.042"X3"X8" ALUMINUM ;BEAM ALL HEADERS MAY' CLEARSPAN OVERHANG 25% ❑F . C❑MPNENT DETAILS t: t r P❑ST SPACING ;::� LATTICED LA21 RAFTERS: LA04, LATTICE— TUBE—S LA05, LA21(3X3 ONLY) ,f. -;- �' f `i 36° 'MAX SPACING ,.E. Fti •` _ ... • - ' HEADERS: 1A04, LA05, LA06; LA25, LA26 _, OAC *LA22- SINGLE SPAN ATTACHED P❑STSI LA15, LA19, LA20; x' t, RATIO' COYER, DOES. N❑T ,LA17, REQUIRE^ FOOTING S' -' E❑NNECTI❑N •DETAILS - - - N LATTICE/RAFTER LA27 ; ^ M sM -K.. +„a..= t. _,4�� 7J �• .. � ' +moi �_'s;. .. - ... •• ` .t� DETAIL . LA24; LA25 ❑R• LA26 .�. Atf 7 ' - RAFTER/HEADER LA38, LA39 9TF ; EQUIRED ' IF DETAIL LA -36" IS �� HEADE- / ❑ST R P 6, _ t °LA24;` LA25 LA2 LA28' - ❑T USES: :� FEB POST/SLAB LA35 i • r P❑ST%F❑❑TING LA3'4,`LA36 :a:;• • dw RAFTER/WALL LA30, L'A31; LA32, LA33 242014 ' • . 'a . a e . 'Q : '':`"d'.: HEADER/WALL" LA40 • ALL LATTICE- STRUCTURES W/ Carl Putnam, P. E. • t ''' d. .. '' �� NONSTRUCTURAL LA37, LA41 3441 IVYLINK PLACE . d SURFACE MOUNTED POSTS -MUS LYNCHBURG, VA .24503 ,d' F� MIN 3.5" CONCRETE CHECK TABLES L1 AND L2 ON °�' • ' • ° 1.` . SLAB REQUIRED SHEET MS CARLPUTNAM@CDMCAST.NET • aa: '-d•• e - ' • 'a FOR CONSTRAINED •. -. FOOTINGS - ' 0.042"x3-Zx8"ALUMINUM BEAM _ - :Y- ---ATTACHED IC MAXIMUM MAXIMUM HETGHT FOR PATIO -COVERS IS 12 , 12, 14 OR 1'6—GZ B�3%X8=STEEL,C� BEAM DOUBLE 0.040"X2"X6.5" ALUMINUM BEAM _ MAXIMUM HEIGHT FOR COMMERCIAL •C'OVE=RS DOUBLE 0.042"X3"X8" ALUMINUM BEAM AND CARPORTS IS 15'. ICC ESR 1953 (2012 IBC) 2/24/2014 Page 3 of 106 :r•._ ..R .,,. -e:� �a, t:: r ::^s«+.•: kro'•:;;:V:- .q. -:.�. ,:,.[ 1 ::. � S ry; ..:A �;.,':M; t'� �. .� eC:' .. .. ... .... ., ... _... � . .e .. .. _ omwn By CMP Cheek By CMP Date Rename LAT0I;DWG Scale Page 11 llrrlrJl..• 24. When a single span attached unit is attached to a wooden deck, the maximum dead load + live/snow load from the NVIS ++� '��, •,� r Ppatio cover is 750 lbs and the post spacing shall not exceed that specified for attaching to a concrete slab. The �� l/ S `•° 0,� ' p P 9 p g 'C e. ,..........• �` pEo _.:,.• maximum connection alift load is 1162 lbs for 115 mph wind speed Exposure C. Connections are for maximum alio �4` CARC �� pFESSlpl,.,ti9 4. P P P PCIO AM. _Q`r '9l'•; �� / OF�`'S,ONPL `-�-''i roof heights of 12' a ove grade. !fire'xisting^deck structure must be adequate to sustain these additional loads. The PURI :1 P�-� structurakl adequacy of the deck to safely sustain these additional loads will require aproval by the loacal building � SAL =� authority or additional engineering. See Detail M1. Construction outside of these parameters may require additionalNUW 3" t engineering. •d {319�. �' 25. This entire engineering package will not be required for most building permits. Submission for a building permit must,�9 • N `! P�'1 S include: F� ti C A.I P 0 AN a. GENERAL NOTES (MUSAGNO1.DWG) Jll/I!f . 'r 'I b. STRUCTURAL CONFIGURATIONS LAT01 or MUSA01 TH ,�•• '° •�,• _ ` ��t�tani�r/�� _,�� : .� c. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES (FOR SOLID COVERS) OR N t ••: �� s . '� � `� r .?\' ��S�U ........ S: 4, ' BOTH (FOR COMBINATION STRUCTURES) d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOADS. = CAS`~��,'•,vy �,��' Puri r akf: _ •�, LAVAS// ? p>✓SN PRO E` 3fONAL = . �o� e. ALL APPROPRIATE DETAILS m 0 c f. OTHER DOCUMENT I N REQUIRED BY LOCAL BUILDING AUTHORITY. 26. Sheet M6 provides inf ma to determine the load that will be resisted by existing structure. OF goo. s'°4 ~ '-"• a �� ; ate";: ;C �a z9`9tt ,t;o S\�NA�E. p ir!!!♦i CARL M 9cy ; CFStc: '' _i .`�z `q C� ,��' �99f N•'•�a�a��` n ' �:. �° � •n '� OLIFA/ 4, \sTFy ♦ ¢1► ..,:.....-,. 4 0- � PUTNAM � ° ' �� QA+�` s,tia, !t-¢ � �.t• �CtSTF.R� � t� etc �r �O . PUT •F� 4G `�� ..',G1S�'•. �i o CIVIL�5S �i� t Q' i 46524 ��,` O/>>�� `��a Gtof. S s;,, /ONAL 4 � � .04 IA{'. � 11// , � : • • 1�• • ♦ham �t ' ka. !S/ �' •7 � w. 11214 47 _ 9F. s ti�� S ,� •.y' S -j t ` t ti • OF �G� o�(c R��i'"+• i � ki � SI L * 2 � � �' iO� �` '�• � EXPIiiES 2`".5l t» `.a ,p W cf.*q F �9'ti., iZ�� a CA �_s )� �O•(ira" 91' .'., ' A-! •, ��•'�� :r_\O �f Oil ••• NS �• �`�� rl)r!V�ri�Y to �1�`��i = (,j:jl - r ` E S >' '��c'S'S J ".Al �.C� '4/�L %. o F S10N s�� t 1 a` �+ . F;17d4iMM ON Tv t t i t s r ttlltlllt/! 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' • �� 06.2202 : P' sr �� CARL TNAM !CC ES 953 (2012 !BC) 2/2!/2014`Page 2 0 106 ••.• - S�j •.,, MUSAGN01b.DWG qT OF..•a TRIB WIDTH EXISTING STRUCTURE TRIBUTARY WIDTH DIAGRAM General Notes PR❑JECTI❑N TRIB WIDTH -. TRIBUTARY WIDTH OVERHANG PR❑JECTI❑N TRIB WIDTH TRIBUTARY WIDTH 1. Structural design per the 2012 International Building Code basic load combinations described in Section 1605.3.1 and no increases are permitted for resisting wind or seismic forces. Aluminum design in accordance with the 2010 edition of the Aluminum Associations's specifications and Chapter 20 of the IBC. Patio Covers as defined in .IBC Appendix I shall be used only for recreational, outdoor living purposes and not as carports, garages, storage rooms or habitable rooms. Commercial Covers may be used for these purposes. Carports must have at least two opens sides and have floor surfaces made of approved noncombustible material or asphalt. 2. At least one horizontal dimension (projection or width) of cover shall be less than 30'. 3. Concrete mix: Fc = 2500, 3000 or 3500 psi at 28 days in negligible, moderate and severe conditions as shown in Figure 1904.2 of the 2012 IBC. Patio structures may be attached to concrete slab without footings when the post load is 750 Ibf or less and the frost depth is zero. Concrete shall be set back a minimum of 4" from edge or expansion joint of a slab. Posts attached on slab will conform to Details LA35, MU 100 or MU 102. 4. Each application shall show'a complete,plot plan of the property and buildings. Circle the post spacing, span, etc., in -the tables that fit that particular job. 5. Each installation shall bear an identifying decal giving the name and address of mfgr., live or snow, load, design wind speed and exposure and ICC. ESR number. , 6. Light gauge steel shall be per ASTM A653 unless otherwise specified: -Grade will be specified under individual details. Thickness is bare steel. Negative thickness tolerance is -5%. 7. Alternate alum. alloys may be substituted for those specified provided they are referenced in the 2010 ADM with equal or greater guaranteed minimum properties (Ftu, Fty, Fcy and E). Thickness indicated is bare metal and negative tolerance must comply with ANSI H35.2. 3004 H24 may be subsituted for 3004 H34. 8. Lag screws shall be placed in holes prebored 70% diam. For concrete block construction, place masonry anchors as per the installation instructions. 9. Drainage which otherwise would go over a public sidewalk shall be collected and diverted under sidewalk. 10. Structures may not be enclosed unless additional engineering is provided or by approval of the local building authority. 11. A geotechnical investigation is not necessary unless required by 1803.2 of the 2012 IBC. Soil is assumed to be Class 5 of Table 1806.2 of the 2012 IBC. -Bearing 1500 psf vert., 100 psf/ft. horiz and doubled as per 1806.3.4. These design values do not apply to mud, organic silts, organic clays, peat or unprepared fills and may require further soil investigation. The building official may assign a load bearing capacity. Units in a snow load area of 25 psf or less may be built on 1000 psf bearing soil w/o additional engineering. :Minimum footing depth is the local frost depth. ICC ESR 1953 (2012 IBC) 2/24/2014 12. The roof panels shall have a slope between 0.25" and 1" per foot. 13. All steel shall be galvanized ASTM A-653 G90, A123 G45 or A153 B-3, painted ASTM A755 or use an approved coating complying with IBC section 2203.2. Paint inside of .all embedded posts from the bottom to 12" above grade. Where aluminum is in contact with dissimilar metals (other than stainless, aluminized or galvanized steel) or absorbent building materials, likely to be continuously or intermittently wet, the faying surfaces shall be painted :or otherwise- seperated in accordance with the Aluminum Design Manual Section M.7. 14. Wind velocity and Ground Snow/Live load are identified in all of the relevant tables. Roof snow loads have been determined in accordance with ASCE7-10 Section 7.3. Ct=1.2, I = 1.0, Ce=1.0 (All exposures except B and C when located tight among conifers) Ground Snow LoadApplied Roof Load 10 psf 10 psf LIVE OR GROUND SNOW 20 psf 20 psf LIVE OR GROUND SNOW 25 psf 21 psf DESIGN ROOF SNOW LOAD 30 psf 25.2 psf DESIGN ROOF SNOW LOAD 40 psf 33.6 psf DESIGN ROOF SNOW LOAD 60 psf 50.4 psf DESIGN ROOF SNOW LOAD WIND SPEEDS IN THE 2012 IBC ARE "ULTIMATE DESIGN WIND SPEED." ALL\STRUCTURES DESCRIBED IN THIS REPORT ARE DESIGNED USING PRESSURES CALCULATED FROM "ULTIMATE DESIGN WIND SPEEDS" FOR RISK CATEGORY II. FOR ATTACHED STRUCTURES THE MAXIMUM MEAN ROOF HEIGHT OF THE EXISTING STRUCTURE IS 30'. Kzt WAS ASSUMED AS 1.0 FOR ALL WIND LOADS. SITE LOCATIONS REQUIRING A HIGHER Kzt VALUE (ISOLATED HILLS, RIDGES, ESCARPMENTS) WILL REQUIRE HIGHER WIND LOADS AS PER ASCE7-10 SECTION 26.8 AND ARE OUTSIDE THE SCOPE OF THIS REPORT. NOTE: EXPOSURE B: SHALL APPLY WHEN THE GROUND SURFACE ROUGHNESS CATEGORY B (URBAN AND SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN W/ NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF A SINGLE FAMILY DWELLING OR LARGER) PREVAILS IN THE UPWIND POSURE C: SHALL APPLY WHEN EXPOSURE B AND D (SMOOTH MUD FLATS, SALT FLATS, UNBROKENBROKEN ICE AND OTHER) DO NOT. ISMIC LOADING: h MAXIMUM Ss = 150% SHOWN IN 2012 IBC FIGURE 1613.3.1(1) Ss >150% ARE NOT REQUIRED AS PER ASCE7-10 12.8.1.3 S1 NOT APPLICABLE TO THESE STRUCTURES SITE CLASS = D `BASIC SEISMIC FORCE RESISTNG SYSTEM __ POS ST EMBED:D.ED-INTO-FOOTINGS==-ORDINAR-Y-STEEL_MOMENT FRAME >> R=1.25 POSTS SURFACE MOUNTED = GENERIC SYSTEM >> R ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE These roofs are not subject to maintainance workers and have not been evaluated for a 300 Ibf concentrated load. Maximum mean roof height of existing structure for attached units is 30'... 15. The width of single span attached solid cover structure� rriust be at least 100% of the projection. 16. Multiple span units are allowed. 17. All structures must comply with one of the following: a. All structures with a roof snow load of 30 psf or less may be built in Seismic Design Category (SDC) A -D up to the.maximum Ss noted in General Note #14. b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1 Exception #1 do not require additional seismic analysis. c. Structures not complying with (a) or (b) require additional engineering seismic analysis. 18. All aluminum and steel solid panels are class A fire rated as indicated in IBC Section 1505.2 Exception #2. 19. All screws are self drilling (SDS) or sheet metal (SMS) and in conformance with ICC ESR -1976, ESR -2196 or equivalent and use head diameters equal to #8=16 #10= 8", #12=32" and #14=z" or steel washers with similar diameters. All bolts are ASTM A307. All wood screws must comply with ANSI/ASME Standard 818.6.1 and AF&PA NDS -05 11.1.4. All lag screws must comply with ANSI/ASME 818.2.1 and AF&PA NDS 11.1.3. All washers are ASTM F844 w/ Dimensions complying with ASME B18.22.1 Type A. Steel nuts to be ASTM A563. The minimum washer diameter for bolted connections is 1 ". All fasteners will have a minimum edge distanc of 2x the fastener diameter. 20. Header splice shall not be located nearer to the end of the structure than the first interior post. 21. Wood used in connections shall beprotected from weather as per IBC Section 1403.2 and/or 1503, whichever is more stringent. 22: -Sliding snow is beyond the scope of this report. Drifting snow is covered.:under Detail M2. 23. All multispan tables asgseurr?gual spans within 20%. Aspecifications must be based on the longest actual span. Revisions 1 METALS building proau:ets r 3 N = U J �< A� 00 aX: awe 0X� �(4'"o A < Z v Z)w i M F_ M V) w O U7 JVD! ato PCI ^ woo s' flnx�O FEB 24 2014 Carl Putnam, RE, 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET Drawn By CMP Check By CMP Date Filename MUSAGNOI,DWG Scale Page METALS BUILDING PRODUCTS PATIO COVER, CARPORT AND COMMERCIAL STRUCTURE ENGINEERING (2012 IBC) PAGES DRAWING SECTION DESCRIPTION 1 MUSAGN01.DWG GENERAL NOTES AND TRIBUTARY WIDTH DIAGRAM 1 GENERAL NOTES AND PROFESSIONAL ENGINEERING STAMPS LATTICE COVER COMPONENTS AND CONNECTION DETAILS 1 PAGE LAT01.DWG 4 PAGES LAT02.DWG LAT03. DWG LAT04. DWG LAT05. DWG 4 PAGES 6 PAGES 6 PAGES STRUCTURAL CONFIGURATIONS COMPONENTS/CONNECTION DETAILS LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES TY OF LA, 0 04TAI ILDINC-& SAFETY DEf. APP R,QV E --Lr BY_ RECEIVED JUN 0`4 2014 CITY OF LA QUINTA COMMUNITY DEVELOPMENT LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING ALUMINUM AND STEEL HEADERS IN NORMAL WIND AREAS LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING ALUMINUM AND STEEL HEADERS IN HIGH MPH WIND AREAS SOLID COVER COMPONENTS AND CONNECTION DETAILS 11 PAGES MUSA01.D.WG MUSA01 b. DWG MUSA02. DWG M USA03. DWG M USA04. DWG MUSA05. DWG MUSA06. DWG MUSA07.DWG STRUCTURAL CONFIGURATIONS STRUCTURAL CONFIGURATIONS COMPONENTS/CONNECTION DETAILS COMPONENTS/CONNECTION DETAILS COMPONENTS/CONNECTION DETAILS COMPONENTS/CONNECTION DETAILS COMPONENTS/CONNECTION DETAILS COMPONENTS/CONNECTION DETAILS MUSA08.DWG COMPONENTS/CONNECTION DETAILS MUSA09.DWG COMPONENTS/CONNECTION DETAILS MUSA10.DWG COMPONENTS/CONNECTION DETAILS 6 PAGES 4.0 PANEL SPANS FOR PATIO, CARPORT AND COMMERCIAL STRUCTURES 28 PAGES 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS 28 PAGES 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS 2 PAGES Misc1a, Misc1b 7.0 MISC DETAILS 1 PAGE Misc2 7.0 FAN BEAM DETAILS 1 PAGE Misc3 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES 1 PAGE Misc4 7.0 CONCRETE FOOTING OPTIONS 2 PAGES Misc5 7.0 REQUIREMENTS FOR LATTICE STRUCTURES WITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS 1 PAGE Misc6 7.0 FORCES ON EXISTING STRUCTURES. 1 PAGE Misc7 7.0 STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS 1 PAGE Misc8 7.0 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS FEB 24 2014 February 24, 2014