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14-0628 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: -- APN: Application description Property Zoning: Application valuation: Applicant: 14-00000628 60918 DESERT 764 -390 -012 - PATIO COVER, MEDIUM HIGH 4070 T4ht 4 4 Q" ROSE DR - RESIDENTIAL DENSITY RES Architect or Engineer: l�^a BUILDING & SAFETY DEPARTMENT BUILDING PERMIT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: C3/3C51 License No.: 855623 Xj"hereby atei - –5-21-/ Contractor:— OWNER -BUILDER DECLARATION affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 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 155001.: (_) 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 Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within 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 _ I 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.). (_) 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 Owner:. ROBERT BARNES 60918 DESERT ROSE LA QUINTA, CA 92253 ( Contractor: GOLD STAR CSTM PTG LQ 42335 WASHINGTON ST # PALM DESERT, CA 92211 (760)574-1043 Lic. No.: 855623 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 5/14/14 WORKER'S COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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 insurance carrier and policy number are: Carrier PREFERRED EMPLR Policy Number WKN1438263 _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shallffortthhwith comply with those provisions. Date: –SZ�;/ Applicant: WARNING: FAILURE TO SECURE W RKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 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 above information is correct. 1 agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. Date:. Signature (Applicant or Agentl: Application Number . . . . . 14-00000628 Permit . . . PATIO COVER 2013 Additional desc . . Permit Fee . . . . 95.81 Plan Check Fee .00 Issue Date . . . . Valuation 4070 Expiration Date 11/10/14 Qty Unit Charge Per Extension 1.00 95.8100 EA MISC PATIO COVER, STD 95.81 ---------------------------------------------------------------------------- Special Notes and Comments NEW ALUMAWOOD PATIO COVER DIMENSIONS 18'X3',23'X 41511,16' X 3' & 16-X 71TOTAL OF 306 SQ CT 2012 IBC. APPROVED PER JJ. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 PLAN CHECK, PATIO COVER 94.38 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 95.38 .00 .00 95.38 Grand Total 191.19 .00 .00 191.19 LQPERMIT f Bin # City of La Quinta -Building a Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application -and, Tracft Sheet Permit # Project Address:�C e/ Owner's Name: A. P. Number. Address: r Legal Description: City, ST, Zip: ! �A MContractor- _:..Y� Address:3S j(,�(,� i {-O St �. �- �3� Project Description /� City, ST, Zip: .. Gi l (M t'' Cot& inPea ;.c c"�Sr;'.FiGSF;wvSi Telephone: 6() 1J% 10ra: v V State Lie. # City Lie. #; Arch., Engr., Designer 3 1 Address: _ City., ST, Zip: Telephone: State LIC. #. we.. v 'ry�':tS.L�'".:i . �" �` n4 Construction Type- Occupancy: Project type (circle n Repair Demo Add'nAlter Name of Contact Person: Sq. FL: 3OG # Stories: #Units: Telephone #,of Contact Person: Sv i? Estimated Value of Projerl 7 APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cales. Called Contact Person Plan Check Balance; Title 24 Cales. Plans picked up Construction Flood plain plan .Plans resubmitted Mechanical Grading plan Ze° Review, ready for correctionsfrssue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.L H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 7rd Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.M.. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees Trilogy at La Quinta 60-750 Trilogy Pkwy La Quinta, CA 92253 Ph: 760-777-6059 Fax: 760-777-1620 Friday, May 2, 2014 Robert A. Barnes / Mary Jo Meyers Barnes 21121 NE 129th Ct Woodinville WA 98077 RE: Architectural Modification Conditionally Approved 60918 Desert Rose Dr / Customer ID #: TRLAQ-1170-01 Dear Robert A. Barnes / Mary Jo Meyers Barnes: Tril®cry. Trilogy at La Quinta iliaintenance Assoclation We are pleased to inform you that your plans were Conditionally Approved on May 1, 2014 by the Design Review Committee. Please ensure that you comply with the conditions noted below: See Conditions of Approval 1, 2, 3 and 19. (1) The Committee approves plans and specifications based on aesthetics and compliance with the community guidelines. They do not review for engineering design or structural integrity. Zoning and building permits are the responsibility of the homeowner. (2) The Committee has the right to inspect improvements, constructed or being constructed, to determine that such improvements have been or are being built in compliance with the plans and specifications approved. Thank you for your patience and cooperation. If you have any questions, please refer to your Community Policies or contact me at 760-777-6059 or at mirna.hemandez@fsresidential.com. Thank you. Sincerely, Mirna Hernandez Asst Manager On -Site Property TRILOGY AT LA QUINTA H.O.:Zcjfn45 r CONDITIONS OF APPROVAL I Property Address: Cgc-Mlr/� �1.1P_$�4` pe*��% Date Reviewed: 1 I Conditions Your plans have been approved, provided. that you meet die items checked below and all work is consistent with the of Approval Design Guidelines. The patio cover material must be Alumna wood or other similar wood like construction. Roofing materials shall 1 match die roof material of the dwelling or be open wood lattice 2 The color of the patio cover matches die home's stucco, accent, fascia or white. 3 jAjiy Patio cover or awning to be installed and attached to die home must be insudled Ili such a maiuier that it \/j does not compromise the integrity of the water permeability of die home. to die patio covers size it must be constructed with variable heights or must be constructed in two sections 4 IDue with a separation in between 5 The size of tie patio cover is limited to the size of die proposed patio stab. 6 The proposed retractable awning may not be a striped awning. It must be a neutral color. that blends with die home. Please submit a sample of die fabric. 7 Obtain services of a state licensed professional for consultation. (Main necessary building permits from the city of La Quinta, meeting setback requirements per city code and $ maintain the existing drainage. Q Maintain positive drainage in accordance with die Trilogy Design Guidelines (Section 3.8). 10 The screen door must be the color of the house stucco or be black. 11 It underground drainage is installed, , he drain needs to terminate in die grass swalewid be Hush with the turt an ca h ed with a ho -u p drain cover. Pool; spa, fountain, and air conditioning equipment set backs must comply with City of La Quinta codes. All 12 equipment shall be located, screened, or recessed in a manner so as to not be viewable from any lot. or street mid the noise Frohn die equipment attenuated for die adjacent property owihers. fool sec backs are 6" for Ihardscape and 18" for water lice. 13 The color of die proposed concrete is natural or a neutral tone. Rear yard may not exceed 70% li<ardscape and must have a minimum of 3096 solbwape, measured from die rear 14 building face of wall to die side property lilies. 15 Proposed planting meets with die Trilogy Rear Yard Minimum Planting Requirements standards al id all plants are included oil die Revised Approved Plahht I.,ist contained in die Design Guidelines. The proposed wall or iron work to match the existing developer retaining wall in material, style and color or shall 16 be die Frazee Paint color specified in die guidelines. Replace block wall per Slhea Homes standard block wail specification, if removing any portion of' block wall to 17 gain access to rear or side yard (requires inspection of rebar:before cap is installed). 18 Refer to- Exhibit "F in die Design Guidelines. (Block Wall Design). X 19 When work is completed, please submit Notice of Completion fonn attached. 20 Make sure rear yard property line pins (markers) remain during construction (applies to golf course lots only) 21 All contractors must meet the Association representative prior to commencing construction. 22 Resubmit showing drainage flow/plans. 23 See notes on plans (if any) 24 An independent irrigation controller must be used for die rear yard, it cahuhot be tied into the .front yard. Notes HIASSMtAT16NS%Td1=v at La OUntaNRCHITECTURAIIURC FomlCor4tims of Amoval PROPERTY UNE TYP. 11'6" 3- 11 *-6" ' IM 19•-3" 19' 23'-7" PROPERTY LINE TYP. ' • Z, BACK YARD 11* • 18' 16_11" 15'4y" BARNES RESIDENCE 60918 DESERT ROSE DRIVE . LA QUINTA, CA. 92253 PROPOSED ALUMAWOOD OPEN LATTICE SHADE STRUCTURE EXISTING HOME 8' ELEVATION VIEW WITH STEEL INSERTS AND FOOTINGS 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 STRUCTURAL CONFIGURATIONS 4 PAGES LAT02.DWG LAT03. DWG LAT04. DWG LAT05. DWG 4 PAGES 6 PAGES COMPONENTS/CONNECTION DETAILS LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING ALUMINUM AND STEEL HEADERS IN NORMAL WIND AREAS 6 PAGES 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 MUSA04. DWG M USA05. DWG M USA06. DWG MUSA07.DWG MUSA08. DWG M USA09. DWG MUSA10.DWG 6 PAGES 28 PAGES 28 PAGES 2 PAGES Misc1a, Misc1b 1 PAGE Misc2 1 PAGE Misc3 1 PAGE Misc4 2 PAGES Misc5 1 PAGE. Misc6 1 PAGE Misc7 1 PAGE Misc8 STRUCTURAL CONFIGURATIONS STRUCTURAL CONFIGURATIONS COMPONENTS/CONNECTION DETAILS COMPONENTS/CONNECTION DETAILS COMPONENTS/CONNECTION DETAILS COMPONENTS/CONNECTION DETAILS COMPONENTS/CONNECTION DETAILS COMPONENTS/CONNECTION DETAILS COMPONENTS/CONNECTION DETAILS COMPONENTS/CONNECTION DETAILS COMPONENTS/CONNECTION DETAILS 4.0 PANEL SPANS FOR PATIO, CARPORT AND COMMERCIAL STRUCTURES 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS ow 7.0 MISC DETAILS 7.0 FAN BEAM DETAILS 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES 7.0 CONCRETE FOOTING OPTIONS 7.0 REQUIREMENTS FOR LATTICE STRUCTURES WITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS 7.0 FORCES ON EXISTING STRUCTURES 7.0 STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS;AND RAFTERS FOR USE BY DESIGN PROFESSIONALS 7.0 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS FEB 24 2014 February 24, 2014 PR❑JECTI❑N RIB WIDTH TRIB WIDTH --� TRIBUTARY WIDTH EXISTING STRUCTURE TRIBUTARY WIDTH DIAGRAM General Notes 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 beset back`a minimum of 4" from edge or expansion joint of a slab. Posts attached on slab will_conform to Details LA35, MU100'or MU102. 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 its 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: EPORT: 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 DIRECTION FOR A DISTANCE OF AT LEAST 1500 FT. BASIC SEISMIC FORCE RESISTNG SYSTEM POSTS EMBEDDED INTO FOOTINGS = ORDINARY STEEL MOMENT FRAME >> R=1.25 POSTS SURFACE MOUNTED = GENERIC SYSTEM » R = 1.25 " ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORC_ E,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 s6lid`cover structure trust be at least100% 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= 2", #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 B1 8.6.1 and AF&PA NDS -05 11.1.4. All lag screws must comply with ANSI/ASME B18.2.1 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 distant 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 be protected 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 tablesgeulTo i��ual spans within 20%. Af specifications must be based on the longest actual span. I Revisions 1 METALS building products r 3 C4 _ U J U Q A.. O C D' o X: CLw:� 02� F; --(D A ¢ Z o .. � c �w . 1 WF-Ym to C > 3 Ln JVD! aLr) w^ H p J m W CD fln2- FEB 242014 01 Carl Putnam, P.E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET Drawn By CMP Check By CMP Date Filename MUSAGNOI.DWG Scale Page Ifrrrrll�• • ,,,,Irtii, J1�NWEAL"r -C. - 24. When a single span attached unit is attached to a wooden deck, the maximum dead load + live/snow load from the pF M1SS0 �.``�� CAq'��''% �¢ O �, patio cover is 750 lbs and the post spacing shall not exceed that specified for attaching to a concrete slab. The �S�' G . ...•••• •Pj! �S�`� EO ':^. ' =ice ` maximum connection uplift load is 1162 lbs for 115 mph wind speed Exposure C. Connections are for maximum patio +�� CARL FESSlO,y9?'.9 C-) f>,E�tSS 40 Q'C l S ' roof heights of 12' above grade. The existing deck structure must be adequate to sustain these additional loads. The t�AM. * Q :1 ?ROFE�' r structurakl adequacy of the deck to safely sustain these additional loads will require aproval by the loacal building * SAL _ / CARS pU3�A authority or additional engineering. See Detail M1. Construction outside of these parameters may require additional i R 3 "' N1JtASS ! E EER: engineering. A•� ? 2ti(ii19t3a. w E0722 25. This entire engineering package will not be required for most building permits. Submission for a building permit must ,t+ ''' 9 '' • R ,. ~ \ S include: tR'�s' �, ', �(A U� ; , ,, £ty Pjj� �P.•., a. GENERAL NOTES (MUSAGNO1.DWG) Jl�tllf , ,3 1 b. STRUCTURAL CONFIGURATIONS LAT01 or MUSA01 •"T -f +.,• `tptlttta3"T H/r�rrrr ; r.-"'-:`�' p ,,.•...«,., c. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES (FOR SOLID COVERS) OR r'r fit`.••' '' ..`�• '` --'� \' .`��5� •••'FESS 9p'/��� BOTH (FOR COMBINATION STRUCTURES)•.��p4 �Oy:�� M'r� d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOADS.� 1.�1 T'� ,! e. ALL APPROPRIATE DETAILS ? Tr,1AP.• = tv 0. Z' �' r `v^S>> f. OTHER DOCUMENT I N REQUIRED BY LOCAL BUILDING AUTHORITY. ? 'x PV PRO^58�$N°AL 1. ? ?�6 n? o o C�r7 26. 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S �� /� i PROFFESSI ,, i it. A (� N \\O�,..p . 4///�� �a * ENUINEE = �``` , PLI T�'rr/���� •�„ . t ll •. � ; i�� � .�l J `1 �1S o �Q` *,is^4575 •�.� i1t '� i��0� +1 tF *tit �i ? 9 I �.'� y (,•ARL Y 3 :•• �o �G� ��, L 1 ! , i I t L pLllrf N 5 ick 7 �� = 1 % Licenseyi1EE£R �i"�. •••••..... ••••�G3 - ,I ESS( M {, # i�3s ; P a. FE1930 5$ : _ % �oFEsslo P�FOF , NN S. i 1703�i1• +► � f�Rt�F ` SIL = iii/'/ �, ♦' �� r, r r i i t `' �V J29 SPS OF •F 11 o •,,... % Mo. 74 2 t�.. � � STAi r. 0 a ii� Nr t l! �',� � � 2580P f # •; • � ;jJ F. %� • r .. F + # Q �( P,fI GINE Q �-.,4 f A e. ` `� ���;�t n�rrri, flOFgssr s ,.,�''t�/ �t r' Icc� 1 /....:.... : # J I �� •... '"•_ ��� � rr d r `� i ...•, . * J ///iNONA V,{ ��` RYA s, �,� £R� OREGO • AM• • '% • �': .�;s.. �y9 �s-15. j� �,. 939 •� QROFESSlpyPU3 1��� lorry;,,, A.& . L M. P ft .o'•... - P - PSL PfJT/y�c<` QQ�' �/ /e.�` FESSIO/,Q' ri. = .`o , . tit . 9!�li8? �4. :R't ` ' 7 r tl�Ss'%10 LICENSEg��! EXPII�A ATE:12/31j 8139 L CAR(. • z ' •• ;�%p. 32�Z�?= ;` = <" . ti ��gsl N Fti EXP 6 is ENGIN PUTN 1 m _ ,�� ,`��• Qo. C No 11 5 -C _ � l 1831 _ t •... ,,,.� �� i' a . IVIL �i CALtF04 yq� S Q`' �• ••• s7 ♦♦��'CARL �s 2202'p ✓A 11 V �i ! \N N >> NAM !CC ES 953 (2012 IBC) 2/24/2014' .. Page 2 0 106 �e�-• • • MUSAGN01b,DWG LATTICE TUBES 36" MAX SPACING ALUMINUM RAFTER HEADER POST ALL RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN 36' MAX O36' MAX VERHANG • POST CONNECTION OVERHANG 24' MAX -I °'d•� DETAIL LA36 pVERHANGXFOR OVERHANG < I - J'. ' d - ° 60 PSF SNOW _ FOR 60 PSF LOADS de d° SNOW LOADS < ° .::a. y ...� - ..P..• > .. j d 1 . ..1° d c �. °.. I. I d 1 '' ° a ° I' e.� `' ..• d ° a y d. :1 °, : :• °.. a :d:1.." d' p MIN 3.5" CONCRETE °� 1 ° d . d ° I ter'. I ' a° I a IIjj a SLAB REQUIRED FOR 1 Y a l a d i J. ` ° CONSTRAINED 'FOOTINGS ° d o<\ d ' ° LA ° F�c �>i ; 4,' ti -\ FREESTANDING LATTICE COVER 0.042"x3%8" ALUMINUM BEAM FREESTANDING MU.LTISPAN � �• 12, 14 OR 16 GA BY 3"X8" STEEL C—BEAM2 LATTICE COVER DOUBLE 0.040"X2"X6.5" ALUMINUM BEAM DOUBLE 0.042"X3YX8!­ALUMINUMABEAM3 - _. ALL HEADERS MAY . ARSPAN OVERHANG 25% ❑F COMPONENT DETAILS POST SPACING LATTICE: LA21 ( Revisions 1 METAL 1 6iidinR. 0.rociucts r 3 Vl = ~ J a� oC3 �o f n. w � 0�� Z,'"o Q¢Zo sW V, WF—Ym viwmo0 ¢Nm F— c' Jm w CD fln2v FEB 24 2014 Carl Putnam, P, E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET Drawn By CMP Check By RAFTERS, LA04, LA05, LA21(3X3 ONLY) LATTICE TUBES Filename LATOI:DWG 36' MAX SPACING Page HEADERS: LA04, LA05, LA06, LA25, LA26 SINGLE SPAN ATTACHED POSTS: LA15, LA17, LA19, LA20; LA22 PATIO COVER, DOES NOT a REQUIRE F❑❑TINGS `C❑NNECTI❑N DETAILS. LATTICE/RAFTER LA27 1 DETAIL ..L 24, LA25 OR LA26. RAFTER/HEADER LA27, LA38, LA39 ': •...- ;- ;REQUIRED IF DETAIL LA-3&'-IS'IS �:.. .:...H A25,` LA26; �A28 FADER/POST `LA24 NOT -USED. POST/SLAB LA35 POST/FOOTING LA34, LA36 d a. • RAFTER/WALL LA30, LA31, LA32, LA33 44 -4 ° -HEADER/WALL •°... `• .. . r d .. •.: LA40 • °:° ° tea='' ALL LATTICE STRUCTURES W/ • °� e� •°• ° ` ' ' °' SURFACE MOUNTED POSTS MUST NONSTRUCTURAL LA37, LA41 •'•dam d - °O �..;.° ° ..a F'_ d. \ -' d:'•��° �' MIN 3.5" CONCRETE CHECK TABLES L1 AND L2 ON .; ` . °� ° •' ° Y ``1 '" SLAB REQUIRED SHEET M5 a' • :a '' . • FOR CONSTRAINED FOOTINGS LA 0.042"x3"x8" ALUMINUM BEAM " 12, 14 OR 16 GA BY 3"X8" STEEL _„BEAM - AT CHE.D LATx11, E C a VER MAXIMUM HEIGHT FOR PATI❑ COVERS IS , 12 , DOUBLE 0.040"X2"X6.5" ALUMINUM BEAM_4*$_' . MAXIMUM HEIGHT FOR COMMERCIAL COVERS DOUBLE 0.042"X3"X8" ALUMINUM •BEAM AND CARPORTS IS 15', ICC ESR 1953 (2012 IBC) 2/24/2014 Page 3 of 106 ( Revisions 1 METAL 1 6iidinR. 0.rociucts r 3 Vl = ~ J a� oC3 �o f n. w � 0�� Z,'"o Q¢Zo sW V, WF—Ym viwmo0 ¢Nm F— c' Jm w CD fln2v FEB 24 2014 Carl Putnam, P, E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET Drawn By CMP Check By CMP Date Filename LATOI:DWG Scale Page LA 04 TOO 0,042'x3'X8' HEADER/RAFTER 3004 H34 LA 17 2.703 O Ir, 0,090 � N i LA 'U' BRACKET 11 FOR 3' SQUARE POSTS 6063 T6 ALUMINUM C= 0.024' 0.032' 0.040' 2'X6 1/2' HEADER LA 3004 H34 05 2.308—{ i --2.375--i -0.090 'U' BRACKET €, R.,;POSTS.IN DE: -� 5,683 5.683 Revisions 0.6 9-,Q\6, GA) 0.070 (1y4,`, 0.105' (12GA Ii O O MUST BE ENG ❑SED p O 2.3750 p O o IN LA04 O O O 7.75' �i ! O f �o 0,090' O Q O 0.125 N LA STANDARD BRACKET ` 0.875' 07 FOR CLOVERLEAF POSTS METALS �--2.500—� } r 6063 T6 ALUMINUM LA HEAVY DUTY BRACKET [--3.000--- building products FOR CLOVERLEAF POSTS ,26,/,A'6EELGC BEAM -ASTM Fy = 36 KSI ASTM A123 675 ---5,683ALU-- i BRACKET cru 9 FORM3' SQUARE I POSTS 6063T6 0.090 aLL BRACKET )AMENSI❑NS ACEPT THICKNESS 'RE APPROXIMATE LA15 -R0.1400 )0.032°�ALUM CD 3,13' �2.25'� �- 2,375--� 3.0' �2,0'� 3004H34 0.018'X2'X2' 3105H14 .040' ALUM 3105H14 0,018'X1,5'X1,5' .3105H14 0.04.3' STEEL ` 1.5" I 0060' 1.5' or 2.75' 0062' 3' L❑CKSEAM POST OUTSIDE L INSIDE D15�*1 iA-653 GRADE 40 STEEL . LA RAFTER/HEADER OUTSIDE AND INSIDE 300.4 H34 ALUMINUM/ y., 16 'U' BRACKETS (6063T6 ALUM) FOR 2' O AND 3' WIDE RAFTERS CC 0.1875 LA 18 3'-6' ASTM A500 GRADE B STEEL POSTS SEE GEN NOTE #13 FOR C❑RR❑SI❑N PR❑TECTI❑N 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 PROTECTI❑N 3- 0.055J '0.055J 3' 1 LA FLUTED 19 ALUMINUM POST 6061 T6 SQUARE POSTS ALUM 6063-T6 t= 0.120 B=3'or4' Page 4 of 106 f —5.683 --I i N i 0,090 LA STANDARD BRACKET 10 FOR 3' SQUARE POSTS 6063 T6 ALUMINUM I u-) ° CU tp C) 0,188' CU i i3 5.875° OR 6.875' ALUMINUM HEAVY DUTY BRACKET FOR 3" AND 4" POSTS 6063T6 �WIDTHJ i t HGT i LA ALUM L❑CKSEAM TUBE 21 0,024'X3'X3' 3004H34 #14 SMS @24' ❑ (TYP) SEE LA 0,024'X2'X6,5' ALUM SIDEPLATE 5 0.125 LA 0:125' ALUM. 14 BRACKET 6063-T6' 0,024'X3'X3' SQUARE POST LA 3' POST WITH 22 SIDEPLATES sic r 3 U J U C] Cy - 00 C�_ D - w:;; L) 2: 4--'. J¢Zo 0 v :D t,.1 . I PaHYM W Cl �D N>0Ln J 0� Q�Par^ W cD O ID Ftn=- FEB 2 2 14 Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@C❑MCAST.NET Drawn By CMP Check By CMP Date Rename LAT02,DWG Scale NTS I. Page # 0,032'X3'X3' 3004H34 0.040'X3'X3' 3004H34 0.018'X2'X2' 3105H14 0,018'x2'x3' 3105H14 0,018'X1,5'X1,5' .3105H14 #14 SMS @24' ❑ (TYP) SEE LA 0,024'X2'X6,5' ALUM SIDEPLATE 5 0.125 LA 0:125' ALUM. 14 BRACKET 6063-T6' 0,024'X3'X3' SQUARE POST LA 3' POST WITH 22 SIDEPLATES sic r 3 U J U C] Cy - 00 C�_ D - w:;; L) 2: 4--'. J¢Zo 0 v :D t,.1 . I PaHYM W Cl �D N>0Ln J 0� Q�Par^ W cD O ID Ftn=- FEB 2 2 14 Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@C❑MCAST.NET Drawn By CMP Check By CMP Date Rename LAT02,DWG Scale NTS I. Page # 14 SM SCREWS (8 PLCS) X14 SM SCREWS (8 PLCS) f YP SPACING = 24" ❑/C � AX FO❑TING 'S d=28' 15' SEE TABLES Lla-Lld FOR 'A" AND 'B" DOUBLE 2"X6,5" OR DOUBLE 3"X8" HEADER MAX F❑❑TING SIZ d=31' / #14x1/2° SMS 4 EACH SIDE LATTICE TUBE DETAILZA21 VVU --STEEL POST OR ALUM BOX BEAM (LA04) ALUM POST W/ t=0,120' WITH STEEL INSERT DOUBLE OR SINGLE 3X8 STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND NON -SPLICED ATTACHMENT Speed t ;in) Header,. 2 3 4 5 115 mph 0.040 FO❑TING REQUIREMENTS 11' 15' 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 4" BOLTS 111 1 u -u ALL C BEAMS USING THREE TIMES THE "ON SLAB" SPACING REQUIRE SIX" BOLTS LA ALL C BEAMS USING FIVE TIMES THE "ON SLAB" SPACING REQUIRE EIGHT 4 BOLTS 28 LF DETAIL STEEL POST ❑ ALUM POST ' WY t=0.120" THIS�,DETAIL MUST BE D WITH S DEPE LATE`S SAS PER L 24OR WITH,, _..._ —; t `;_� —- -_� -- - -� - � AN EMBEDDE-D�F❑OTING_A.S-PER' L"A36 \ ICC ESR 1953 (20 12 IBC) 2/24/2014 Page 5 of 106 DOUBLE EADERS USE RACKET PER HEADER ❑UTSI- BRACK DETA W ►#_OF #14 S�'or SDS -�-- - `2 � 4 � .6 8 —1110 Cubic Faoter Size "d''. in . 21 11 26 30 -33 .35 3X8 STEEL C HEADER INSIDE 3X8 BOX BEAM (DETAIL LA04) DETAILS --` LA15 (STEEL) LA19, LA20, LA17 FOR DOUBLE 3X8 "h' = 6" FOR DOUBLE 2X6,5" "h"= 5" #8 SMS W/ ig `0—WASHER, SCREWS ARE " LONGER THAN LA TICE- HEIGHT LUM RAFTER FOUR #8 SMS UNDER .110 MPH FOUR #10 SMS FOR 130 MPH WINDSPEED LA 27 EADER TABLE FOR NUMBER - i lla:able Tdb Width U!indNc. of 0 SciEV s Speed t ;in) Header,. 2 3 4 5 115 mph 0.040 Double eXa 11' 15' ExpC 0.042 0.042"x3"x8" 6 9' 12' 1S 0.042 Double 3x82' 15' 140 mph 0.040 Double 2x6 13' 15' Exp C 0.042 0.042" x3" x8t 5' T 9' 12' 0.042 Double 3x8 9' 4' 15' iXI4 Screv5sl, 170 mph 0.040 Double 2x6 8' 12' 15' Exp C 0.042 0.042"x3" x8" 4' 6' 8' 11' 0.042 Double 3x8 8' 13' 15' 140 mph 16G min 8" Ste=_I C 15 Exp C 16G min Double Steel C 15 r 170 mph 16G min 8" Steel C 11' X15' ExpC I ISG min Double Steel C }S #14x3/4" SHEET METAL LA OR SELF�DRILLING SCREWS 29 SEE TABLEVOR QUANTITY S 1' • 1' EIGHT #14"f SMS OR SDS MAX FOOsTING SIZE d=35" CREWS, 3"X3' ALUM RAFTER `--LATTICE HEADER 14 SMS Revisions 1 KETALS builclin.g products 3 UJ U Q Q � ❑ p W Luer, q Z r CD J Qz CD 0Y 14- D W I f>a F - YM W p 1,D V1 > C3 In J Ia n LJ Xln=. FEB 24 2014 Carl Putnarl, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET Drawn By CMP Check By CMP Date Filename LAT03.DWG scale. EE GENERAL NOTE #21 S-eal with permanently flexible & waterproof sealant SEE TABLE 7.6 ATTACH PER FOR FASTENER DETAIL LA33I SPACING LA I STUD WALL 30 SG = 0.5 MIN ALUM RAFTER 1 /4" LAG SCREW W/ 2.25" PEN LEDGER AND WALL ATACHMENT DF WOOD IA �I LEDGER OR STUD 1 SEE _ GENERAL NOTE #21 1' MI SEE TABLE 7.3 COLUMN A FOR #14 SMS COLUMN B FOR 3/8" BOLTS LUMINUM RAFTER 7.6 SPECIFIES TYPE NBER OF FASTENERS SM SCREWS Existing 2x wood framing min. 24" O.C. n F I nrr-h % UUN IIIVUUUJ L Xb Ui LtUULP< UK HKUVIUt WATTACH SIMPSON STRONG TIEMSTA36 (ICC ESR 2105) AT SPLICE LOCATION. COVER W/ 0.019" ALUM ALUM RAFTERS PER LA33 1 3.5" MIN 1/4" Lag Screw MAX DISTANCE TO FIRST ROW OF POSTS "L" Completely Seal with Solid Caver Wind ermonently flexible & It I I lilt/itwaterproof sealant --2.25 " mi j— I� I 1" MIN 10 psf `Stucco 25-0' Synthetic or SHEATHIN ther non-structural covering 3-8" (1" max. thick) TABLE 7.7 SPECIFIES THE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS LA STUCCO ATTACHMENT DETAIL 31 WITH LEDGER BOARD ALUMINUM BRACKET DETAIL LA09 OR LA12 DLA LA ATTACHED SINGLE 35 FOOTING OR 4" 34 SPAN FOOTING r CONCRETE SLAB DETAIL LA13 or L'A08 Continuous 2"X fascia board SEE GENERAL NOTE #21, 0.019" ALUM OR 0.035" VINYL 11 0 ATTACH ALUM RAFTE o nc ocR LA33 0 STAINLESS STEEL 3/8"4 w/ 2" EFFECTIVE EMBEDMENT HILTI KWIK BOLT TZ (ICC ESR 1917) MAX FOOTING SIZE d=34 ST 20 GA ASTM A653 GRADE 33 STEEL BRACKET FOUR 98 WOOD SCREWS INTO RAFTER AND 2X FASCIA. ONE PER RAFTER 0 0 0 0 ROOF COVERING IS A MAXIMUM OF 3 PSF 2X F WOOD HEAVIER ROOF COVERING LA FACIA SHALL REQUIRE ADDITIONAL 32 I ENGINEERING ANALYSIS Live/Snow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS "L" EAVE OVERHANG Solid Caver Wind SIZE (24" OIC) 6" 12" 18" 24" 30" 10 psf 2x4 25-0' 20'-9" 12'-0" T-1" 3-8" Lattice=135 Exp C 2x6 25-0' 25-0' 25-0' 23'-10" 1T-1" 2x8 25-0' 25'-0' 25-0' 25-0' 264 10 psf 2x4 25-0' 19'3" 11'-6" T.1" 3' 8" Lattice=140 Exp C 2x6 25-0' 254 25'-0' 22'-5' 16'-7" 2x8 25'-0' 25'-0' 25'-0' 25-0' 25'-0' 20 psf 2x4 19'-0' 10'-3" 5'-10" 3'-4" T-8" Lattice=170 Exp C 2x6 19'-U 19'-0' 1T -i" 11'-5' b'-4" 2x8 19-0' 191-0' 19-0' 19-0' 16-8" 25 psf 2x4 18,-0' 11'-3" 64" 3-8" 1'-9" Lattice=170 Exo C 2x6 18'-0' 18'-U 18'-0' 12'-10" 9-1" 2x8 18'4 18'4 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' 17'-U 15'-3" 10'-4" T-1" 2x8 17'-0' 17'4 17'-0' 1T-0' 14'-8" 40 psf 2x4 14'-0' 6-7" 34" 0'-0" (7-0" Lattice=170 Exp C 2x6 14-0' 14'-U 11'-0" T-2" 4%7" 2x8 14-0' 14'-0' 14'-0' 14'-0' 10'-3" 60 psf 2x4 9-0 4'-0" 0'-0" 0'-0" 0'-0" Lattice=170 Exp C 2x6 9'-t7 9'-0' 6.9.1 4'-(Y" 2-1" 2x8 941 9-0' 9-0' 814" 5'-10" MIN 3.5" CONCRETE SLAB FOR��j CONSTRAINED FOOTI�N:GS SEE SHEEN M87 - TWO STAINLESS 8" OR GALVANIZED z" HILTI KWIK BOLT TZ ANCHOR (ICC ESR 1917) W/ 2" d EMBEDMENT (❑R EQUIVALENT) AND 3/400 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 ALUM W/ t=0.120" OR STEEL POST WITH 12" EMBED FOR FOOTINGS UP T0�=39" OR 18" EMBED FOR FOOTINGS UP TO d=48" Revisions 00 METALS buildin'i products 3 76 U 0 70 2 a r- u��o C1 1 O m Z m j 6 L0 a)o�r- 0)0 0CD �U-)M FEB 24 2014 \�LA Carl Putnam, P. E. 12 OR 18 ' 3441 IVYLINK PLACE ' I.: j 36 LYNCHBURG, VA 24503 •a CARLPUTNAM@COMCAST.NET ONE 3/8" x 9* STEEL ROD (REBAR OR THREADED) OR BOLT -Drown By CENTERED ON POST CMP Check By CMP =AN31.� NGS OR�ATTACHED I," OTING -Date Filename LAT04.DWG •. Scale Page mm ALUMINUM STUB POST nnAnG UTPI X 6.5' ALUM RAFTER �-2XRU'ALUMINUM 3'X8' // OR 2'X6,5' HEADER STEEL OR ALUMINUM POST NON STRUCTURAL ALUMINUM OR FIBERGLASS POST ALUMINUM LATTICE 2'X6.5' ALUM RAFTER DOUBLE ALUMINUM 3'X8' OR 2'X6,5' HEADER NOTES: 1, FIBERGLASS OR ALUMINUM POST COVER IS NON LOAD BEARING 2. ATTACHMENT IS TO HOLD COVERING AGAINST MINOR LATERAL FORCES, 3. USE MULTIPLE BRACKETS AS NEEDED. ALUMINUM OR STEEL POST F/I'tERGLASS fR ALUMINUM OST COLLAR It LA SLAB, R- 37 FOOTING] ALUMINUM OR FIBERG�� POST SLAB OR FOOTING ATTACHMENT ATTACH AS PER DETAIL LA25 FIBERGLASS OR ALUMINUM POST COLLAR ALUM OR FIBERGLASS POST COVER POST RESTS ON GROUND "'-3'X3' STEEL ❑R-- STEEL OR ALUMINUM POST SECURED ALUMINUM POST BY APPROVED METHOD INCLUDING CONCRETE / EMBEDMENT OR CONCRETE SURFACE ATTACHMENT ""—NON STRUCTURAL" BY SCREWS OR BOLTS. FIBERGLASS OR ALUMINUM POST a41 FIBERGLASS POST HEADER ATTACHMENT :"X6.5" ALUM RAFTERS USE: TWO #14 SMS FOR 10 PSF/115 MPH EXP C FOUR #14 SMS FOR ALL OTHERS i"X8" RAFTERS USE FOUR #14 SMS FOR 10 PSF/115 MPH EXP C FIVE #14 SMS FOR ALL OTHERS MATCH HEADER -SCREWS LUM RAFTER UNDERHUNG DOUBLE RAFTERS ALUMINUM STUB POST t= 0.040' -ALUM RAFTER WOOD FRAMING SG=0.5 MIN 1' Min f� SEE UNDERHUNG REQUIREMENTS 0 II --�— MATCH RAFTER SCREWS 0 LA 39 DOUBLE RAFTERS ICC ESR 1953 (2012 IBC) 2/24/2014 2.25' MIN Page 7 of 106 FIBERGLASS OR ALUMINUM DECORATIVE POST COVER 1.5'X115' METAL L ANGLEBRACKET (TYP) -3/8'X3/4 BOLT f . m CONCRETE ANCHOR d 4 n. <.. d ( Revisions 1 METALS ALS building products 3 x u SEE GENERAL NOTE #21 FOR WEATHER PROTECTION 1/4' LAG SCREWS MAY NOT ATTACH HEADER OVER WINDOW OR OTHER Check By x UJ U Q 00 ccx . v CL.� LD�� Z L7Z}o zV. Ow I WH Y f7 W O 1D W>oa-) J Q! <tnm= H p J M WCD C3ID Date (SIX PLACES) WALL OPENING Scale NTS _..- Page 0 . HEADER ATTACHMENT 3'X8' ALUM RAFTERS Q�oEESSio INSIDE U BRACKET DETAIL LA1645 H 0 H H 5 H- �,. ;I HEADERS U &30� 1'51 3'X8' ALUM _TFpFCAl1E�� ' C-tv[1 (HEADER - RIBUTARY 14 �#14 SELF -DRILLING TRIB AREA FEB 24 2014 SCREW (SIX PLACES) WIDTH z H L A POST SPACING Carl Putnam, P. E 40 H 3441 IVYLINK PLACE x LYNCHBURG, VA 24503 Li CARLPUTNAM@COMCAST.NET DETAIL LA36 HEADER ATTACHMENT TO WALL MAX TRIBUTARY AREA 79 SQ. FT FOR 10 PSF 41 SQ FT FOR 20 PSF 39 SQ FT FOR 25 PSF GSLw 33 SQ FT FOR 30 PSF GSL* MAXIMUM LOAD IS 1104 LBF, wGRDUND SNOW LOAD CHECK POST SPACING FOR HEADR IN TABLES Grown By CMP Check By CMP Date Rename LAT05,dwg Scale NTS _..- Page 0 . LATTICE1:0 RAFTER SPANS FOR CO_MiUIERCIAL AN PAPATIO STRUCTURES IN,LOW•WIND AREAS 0.024" x2"x6.5" Rafter (Single Span) -^-^r 032" 2x6 Rafter (Single Span) 0.040"x2"x6.5" Rafter (Single Span) 0.042"x3"x8" Rafter (Single Span) Ground Rafter Wind Speed anddExposure Snow Load Spacing Exposure B Exposes u� r�� (psf) (in) 115 130 vv 11 120 10 24" 8'-7" 8'-7"8" T 7'4" L1.V 20" 10'-4" 10'-2" 17-0 8'-2" 16" 12'-9" 11'-6" 11'-4" 9'-4" 20 12" 14'-11" 13'-5" 13'-2" 10'-11" 20 24" 4'4" 4'4" 4'-4" 4 -4 - LIVE 20" 5'-2" 5'-2" 5'-2" 5'-2" 25 16" 6'-6" 6-6" 6'-6" 6-6" 12" 8'-7" 8'-7" 8'-7" 8'-7" 25 24" 4,-2"4'-2" T-1" 4'-2" 4'-2" 30 20" 4'-11" 4'-11" 4'-11" 4'-11" 16" 6'-2" 6-2" 6'-2" 6'-2" 12" 8'-3" 8'-3" 8'-3" 8-4- 30 24" 3'-5" 3-5" T-5" T-5" 20" 4'-2" 4'-2" 4'-2" 4'-2" 16" 5-2" 5-2" 5'-2" 5'-2" 60 12" 6-10" 6'-10" 6-10" 6'-10" 40 24" 2'-7" 2'-7" 2'-7" 2'-7" 20" 3'-1" 3'-1" T-1" T-1" 16" T-10" T-10" T-10" 3'-10" 12" 5'-2" 5'-2" 5'-2" 5'-2" 60 24" V-9" 1'-9" 1'-9" 1'-9" 20" 2,-1" 2'-1" 2'-1" 2'-1" 16" 2'-7" 2'-7" 2'-7" 2'-7" 12" T-5" 3'-5" 1 3'-5" T-5" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 115 130 115 120 10 24" 14'-7" 13'-7" 13'-5" 11'-3" LIVE 20" 15'-11" 14'-11" 14'-8" 12'-4" 16" 17'-9" 16'-8" 16'-5" 13'-10" 20 12" 20'-4" 19'-1" 18'-10" 15-11" 20 24" T-5" T-5" T-5" T-5" LIVE 20" 8'-11" 8'-11" 8'-11" 8'-11" 25 16" 11'-1" 11'-1" 11'-1" 11'-1" 12" 1 14'-7" 14'-7" 14'-7" 14'-7" 25 24" T-1" T-1" T-1" T-1" 30 20" 8'-6" 8'-6" 8'-6" 8'-6" 16" 10'-7" 10'-7" 10'-7" 10--T- 12" 14'-0" 14'-0" 14'-0" 14'-0" 30 24" 5'-11" 5'-11" 5-11" 5'-11" 20" T-1" T-1" T-1" T-1" 16" 8'-10" 8'-10" 8'-10" 8'-10" 60 12" 11'-9" 11'-9" 11'-9" 11'-9" 40 24" 4'-5" 4'-5" 4'-5" 4'-5" 20" 5'-4" 5'4" 5'11" 5'4" 16 6'-8" 6'-8" 6'-8" 6'-8" 12" 8'-10" 8'-10" 8'-10" 8'-10" 60 24" 3'-0" T-0" 3'-0" 3'-0" 20" 3'-7" T-7" 3'-7" 3--T- 16" 4'-5" 4'-5" 4'-5" 4'-5" 12" 5'-11" 5'-11" 1 5'-11" 1 5'-11" IAdLt 1.1 SINGLE SPAN TABLES 0.024"x2"x6.5" Rafter (Multispan) 0.032"x2"x6.5" Rafter (Multisnanl 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" T-9" T-9" 7'4" T-9-- -9"16" 16" 9'-1" 9'-1" 9'-1" 9'-1" 20 12" 11'-0" 11'-0" 1 VZ' 10'-11" 20 24" T-10" S-10" T-10" T-10" LIVE 20" 4'-6" 4'-6" 4'-6" 4'-6" 25 16" 5'-4" 5'4" 5'-4" 5'-4" 12" 6,-9, 6,-9„ 6-9„ 6,-9„ -25-:"-- 24'.' . 3'-8" 3'-8" 3'-.8" 3'-8" 30 20" 4'4" 4'-3" 4'4" 4'-3" 16" 5'-2" 5'-2" 5'-2" 5'-2" 12" 6-6" 6'-6" 6-6" 6'-6" 30 24" T-1" 3'4" T-1" T-1" 20" T-8" T-8" 3'4" T-8-- -8"16" 16" 4'-5" 4'-5" 4'-5" 4'-5" 60 12" 5'-7" 5'-7" 5'-7" 5'-7" 40 24" 2'-5" 2'-5" 2'-5" 2'-5" 20" 2'-10" 2'-10" 2'-10" 2'-10" 16" T-5" T-5" T-5" 3'-5" 12" 4'-5" 4'-5" 4'-5" 4'-5" 60 24" V-7" 1'-7" 1'-7" 1'-7" 20" 1'-11" 1'-11" 1'-11" 1'-11" 16" 2'-5" 2'-5" 2'-5" 1 2'-5" 12" 1 T-1 " T-1 " 3'-1 " T-1 " I AbLt 1.b G\:1wra Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psfl (in) 115 130 115 120 10 24" 10'-2" 10'-2" 10'-2" 10--2-- 0'-2"LIVE LIVE 20" 11'-6" 11'-6" 11'-6" 11'-6" 16" 13'-4" 13'14" 13'-4" 13-4- 20 12" 15'-11" 15-11" 15'-11" 15-11" 20 24" 6'-1" 6'-1" 6'-1" 6-1" LIVE 20" T-0" T-0" T-0" T-0" 25 16" 8,-3" 8'4" 8'-3" 8'-3" 12" 10'-2" 10'-2" 10'-2" 10'-2" 25 24" 5-10" 5'-10" , "5'-10" 5'40" 30 20" 6_9„ 6_9„ 6-9„ 6,_9„ 16" 8,-0" 8'-0" 8'-0" 8'-0" . 12" 9'-10" 9'-10" 9'-10" 9'-10" 30 24" 5'-0" 5'-0" 5'-0" 5'-0" 20" 5'-10" 5'-10" 5'-10" 5'-10" 16" 6'-11" 6'-11" 6'-11" 6'-11" 60 12" 8,-8" 8'-8" 8'-8" 8'-8" 40 24" T-11" 3'-11" 3'-11" 3'-11" 20" 4'-7" 4'-7" 4'-7" 4'-7" 16" 5'-6" 5'-6" 5'-6" 5-6-- -6"12" 12" 6-11" 6'-11" 6-11" 6-11" 60 24" 2'-9" 2'-9" 2'-9" 2'-9" 20" 3'-3" T-3" 3'4" 3'-3" 16" T-11" 3'-11" T-11" 3'-11" 12" 5'-0" 5'-0" 5'-0" 5'4" [ABLE 1.7 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psfl (in) 115 130 115 120 10 24" 18'-0" 17'-8" 17'-5" 14'-9" LIVE 20" 19'-8" 18'-11" 18'-9" 16-2" 16" 21'-11" 20'-3" 20'-1" 18'-0" 20 12" 24'-8" 22'-1" 21'-11" 19'-8" 20 24" 11'-3" 11'-3" 11'-3" 11'-3" LIVE 20" 13'-5" 13'-5" 13'-5" 13'-5" 25 16" 15'-8" 15'-8" 15'-8" 15-8" 12" 18'-0" 18'-0" 18'-0" 18'-0" 25 24"10'-8" 8'-2" 10'-8" 10'-8" 10'-8" 30 20" 12'-10" 12'-10" 12'-10" 12'-10" 16" 164" 15'-4" 154" 15'-4" 12" 17'-7" 17'-7" 17'-7" 1T-7-- 7'-7"30 30 24" 8'-11" 8'-11" 8'-11" 8'-11" 20" 10'-8" 10'-8" 10'-8" 10'-8" 16" 13'-4" 13'-4" 13'4" 13'-4" 60 12" 16'-2" 16'-2" 16'-2" 16'-2" 40 24" 6-9" 6-9" 6-9" 6-9" 20" 8'-1" 8'-1" 8'-1" 8'-1" 16" 10'-0" 10'-0" 10'-0" 10'-0" 12" 13'-4" 13'-4" 13'-4" 13'-4" 60 24" 4'-6" 4'-6" 4'-6" 4'-6" 20" 5'-5" 5'-5" 5'-5" 5'-5" 16„ 6-9„ 6,-9„ 6'-9„ 6,-9" 12" 8'-11" 8'-11" 8'-11" 1 8'-11" I Ab Lt 1.3 0.040"x2"x6.5" Rafter (Multispan) 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" 15'-4" 164" 15'-4" 15'-4" 16" 17'-7" 17'-7" 17'-7" 17'-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" 25 16" 11'-4" 11'-4" 11'4" 11'-4" 12" 13'-8" 13'-8" 13'-8" 13'-8" 25 24" 8'-2" 8'-2" 8'-2" 8'-2" 30 20" 9,-4„ -9'4" 9,-4„ 9,-4„ 16" 10'-11" 10'-11" 10'-11" 10'-11" 12" 13'-3" ' 13'-3" 13'-3" 13'-3" 30 24" T-1" T-1" T-1" 7'-1" 20" 8'-2" 8'-2" 8'-2" 8'-2" 16" 9'-7"9,_7„ 9'-9" 9,-7„ 9,_7„ 60 12". 11'-9" 11'-9" 11'-9" 11'-9" 40 24" 5-8" 5'-8" 5'-8" 5'-8" 20" 6-6" 6-6" 6-6" 6'-6" 16" T-9" T-9" T-9" T-9" 12" 9'-7„ 9--T' 9'-7„ 9,-7„ 60 24" 4'-0" 4'-0" 4'-0" 4'-0" 20" 4'-8" 4'-8" 4'-8" 4'-8" 16" 5'-8" 5'-8" 5'-8" 5'-8" 12" T-1" T-1" T-1" 1 T-1" ICC ESR 1953 (2012 IBC) 2/24/2014 Page 8 of 106 I ABLE 1.8 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psfl (in) 115 130 115 120 10 36" 16-1 " 116-1" 15-11 " 13'-5" LIVE 32" 18'-1" 17'-2" 16-11" 14'-3" 24" 21'-0" 19'-10" 19'-6" 16'-5" 20 16" 25'-4" 24'-0" 23'-8" 20'-0" 20 36" 8'-2" 8'-2" 8'-2" 8'-2" LIVE 32" 9'-2" 9'-2" 9'-2" 9'-2" 25 24" 12'-2" 12'-2" 12'-2" 12'-2" 16" 18'-1" 18'-1" 18'-1" 1 18'-1" 25 36" T-10" 7'-10" T-10" T-10" 30 32" 8'-9" 8'-9" 8'-9" 8'-9" 24" 11'-7" 11'-7" 11'-7" 11'-7" 16" 17'-3" 17'-3" 17'-3" 17'-3" 30 36" 6-6" 6'-6" 6'-6" 6'-6" 32" 7'-4" 7'-4" 7'-4" 7-4- 24" 9'-9" 9'-9" 9'-9" 9'-9" 60 16" 14'-5" 14'-5" 14'-5" 14'-5" 40 36" 4'-11" 4'-11" 4'-11" 4'-11" 32" 5'-6" 5'-6" 5'-6" 5'-6" 24" T-4" 7-4„ 7'-4" 7-4- 16" 10'-11" 10'-11" 10'-11" 10'-11" 60 36" T-3" 3'-3" T-3" 3'-3" 32" T-8" 3'-8" 3'-8" 3'-8" 24" 4'-11" 4'-11" 4'-11" 4'-11" 16„ T-4- 7,-4„ T-4" T-4" IABLE 1.4 0.042"x3"x8" Rafter (Multisaanl 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" 15'-4" 164' 164" 15'-4" 20 0.024" 8'-5" 8'-5" 8'-5" 8'-5" 20 36" 6-10" 6-10" 6-10" 6'-10" LIVE 30" T-6" 7'-6" T-6" 7'-6" 25 24" 9'-5" 9'-5" 9'-5" 9'-5" 16" 12'-8" 12'-8" 12'-8" 12-4- 25 .,'36" 6'-7" 6-7"6'-7" 14'-6" 6'-7" 30 30" 7'-3" 7'-3" 7'-3" 7'-3" 24" 9'-1" 9,-1" 91-1" 91-1" 16" 12'-2" 12'-2" 12'-2" 12'-2" 30 36" 5'-8" 5-8" 5'-8" 5'-8" 30" 6'-3" 6'-3" 6'-3" 6'-3" 24" T-11". 7'-11" T-11" T-11" 60 16" 10'4" 10'4" 10'-9" 10'-9" 40 36" 4'-5" 4'-5" 4'-5" 4'-5" 30" 4'-10" 4'-10" 4'-10" 4'-10" 24" 6'-3" 6'-3" 6'-3" 6'-3" 16" 8'-8" 8'-8" 8'-8" 8'-8" 60 36" T-0" 3'-0" T-0" 3'-0" 30" T-5" 3'-5" T-5 24" 4'-5" 4'-5" 4'-5 16" 6'-3" 6'-3" 6'-3 I 3"x3" Rafter 0)6" o/c (Sinole 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-- 2'-5"LIVE 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" 11-4- 0.040" 14'-10" 14'-10"114'-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" T-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'-1" 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" 8'-10" 8'-10" 8'-10" W� TABLE 1.5 FEB 24 2014 Metals Building Products 5005 Veteran's Memorial Hwy Holbrook, NY 11741 (631) 563-4000 3'-5" Carl Putnam, P. E. 4'-5" 3441 Ivylink Place 6'-3" Lynchburg, VA 24503 TABLE 1.9 carlputnam@comcast.net LATTICE 1.0 DOUBLE RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES IN LOW WIND AREAS (REQUIRES DETAIL LA38 OR LA39 0.024"x2"x6.5" Rafter (Single Span) 0.032"x2"x6.5" Rafter (Single Span) 0.040"x2"x6.5" Rafter (Single Span) 0.042"x3"x8" Rafter (Single Span) Lattice Tubes Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 115 130 115 120 10 48" 10'-8" 9'-2" 9--0" T-3" LIVE 40" 11'-8" 10'-2" 10'-0" 8'-2" LIVE 32" 13'-0" 11'-6" 11'-4" 9'-4" 2"x3" 24" 14'-11" 13'-5" 13'-2" 10'-11" 20 48" 6'-8" 6-8" 64" 6-8" LIVE 40" 8'-0" T-0" 8'-0" 8'-0" 32" 9'-3" 9'-3" 9'-3" 9'-3" 24" 10'-8" 1 10'-8" 10'-8" 10'-8" 25 48" 6'-4" 6'4" 6'-4" 6'-4" 70" 40" 7'_7" T-7" 7-7" T-7" 32" 9'4" 9'4" 9'-0" 9-4- 24" 10'-5" 10'-5" 10'-5" 10'-5" 30 48" 5'-3" 5'-3" -5'-3" 64" 2"x3" 40;.. 6'-4" 6,4.1 64,. 64" 72" 32" T-11" T-11" T-11" 7'-11" 55" 24" 9._6,. 9,_6,. 9'-6" 9'-6" 40 48" 4'-0" 4'4" 4'4" 8--0" 40" 4'79" 4'-9" 4'-9" 4'-9" 60 32"'. S-11";. 5'-11" .5'-,11" .5-11" 40" 24" T-11" T-11" T-11" T-11" 60 48" 2'-8" 2'-8" 2'-8" 2'4" 40" 3'-2" T-2" 3'-2" 3'-2" 32" 4'-0" 4'-0" 4'-0" 4'-0" 24" 5'-3't ••.-5'_3� 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" 18'-10" 15-11" 20 48" 10'-5" 10'-5" 10'-5" 10'-5" LIVE 40" 11'-4" 11'-4" 11'-4" 11'-4" 32" 12'-8" 12'-8" 12'-8" 12'-8" 24" 14'-7" 14'-7" 14'-7" 14'-7" 25 48" 10'-2" 10'-2" 10'-2" .10'-2" 70" 40" 11'-1" 11'-1" 11'-1" 11'-1" 32" 12'-5" 12'-5" 12'-5" 12'-5" 24" 14'-3" 14'-3" 14'-3" 14'-3" 30 48 ... 9'_3" 9.73", 9,_31, 9,_3" 2"x3" 40" 10'-2" 10'-2" 10'-2" 10'-2" 72" 32" 11'-4" 11'-4" 11'4" 11-4- 55" 24" 13'70" 13'-0" 13'-0" 13'-0" 40 48" 8'-0" 8'-0" 8'-0" 8--0" 40" 8'-9" 8'-97! 8'-9" 8'-9" 60 32" 9'-10" 9'-10" 9'=10" 9'-10" 40" 24" 11'74"11'74". 14'-0" 11'-4" 11'-4" 60 . - 48" 6'-:4"64" 8'72-l.' 6 4' 6-4.1 40" T-2" T-2" 7'-2" T-2" 32" 8'-0" 8'-0" 8'-0" 8'-0" 24" 9'73" 9'4" 9'_3. 9'_3L 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" 32" 15'-8" 15'-8" 15-8" 15'-8" 24" 18'-0" .18'-0" 18'-0" 18'-0" 25 48" 12'-7" 12'-7" 12'-7" 12'-7" 70" 40" 13'-9" 13'-9" 13'-9" 13'-9" 32" 15'4" 15'4" 154" 15-4" 24" 17'77" 17'-7" 17'-7" 17'-7" 30 ' ' 48" 11'-6" 11'-6" 11'-6" 11'-6'' 2"x3" 40" 12'-7" 12'-7" 12'-7" 12'-7" 72" 32" 14'-0" 14'-0" 14'4" 14'-0" 55" 24" 164" 16'-2" 16-2" 16-2" 40 48" 10'-0" 10'70" 10'-0" 10'-0" 40" 10'-11" 10'-11" 10'-11" 10'-11" 60 32'.' 12'72" 12'-27 12'-2" 12'-2" 40" ''24'' 14'-0" 14'-0" 1 14'-0" 14'-0" 60 ` 48" 8'-2'' 8'72-l.' 8'-2" 8'-2"- '-2".40" 40". 8'-11" 8'-11'' 8'-11" 8'-11" 32" 10'-0" 10'-01' 10'70" " 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" 1 23'-8" 20'-0" 20 72" 12'-4" 12'-4" 12'-4" 12'-4" LIVE 64" 13'-0" 13'-0" 13'-0" 13'-0" 48" 15'-0" 15'-0" 15'-0" 16-0-- 5'-0"32" 32" 18'-3" 18'-3" 18'-3" 18'-3" 25 72" 12'-0" 12'-0" 12'-0" 12'-0" 70" 64" 12'-9" 12'-9" 12'4" 12'-9" 48" 14'-8" 14'-8" 14'4" 14'-8" 32" 17'-10" 17'-10" 17'-10" 17'-10" 30 72" 11'-0" 11'-0" 11'-0" 11--0" 2"x3" 64" 11'-8" 11'4" 11'-8" 11'-8" 72" 48" 13'-5" 13'-5" 13'-5" 13'-5" 55" 32" .164" 164" 1 16'4" 164" 40 72" 9'-6" 9'-6" 9--6" 9'-6" 64" 101-11, 10'-1 ", 10,_v. 10,-1., 60 48'.' 11'4" 11 V-8", 11.'-8" 11'-8" 40" .32'• :14'-2" 14'-2", 14'72" 14'-2" 60 " 72" 7'-9" T-9" - T-9" T-9" 64" 8'4" 8,'-3" 8'-3" 8'-3" 48" 9'-6" 9--T 9l-6" 9'-6" 32" 11'-8" -1 V-811: 11'-8" 1. 11'-8" TABLE 1.19 TABLE 1.20 • -TABLE 1.21 :.TABLE 1.22 Table 1.23 SINGLE SPAN TABLES "NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN n n9a"x2"xB 5" Rafter (Multisoanl 0.032"ic2"x6-5" Rafter (Multisoan)' 0-040"x2x6.5" Rafter (Multisoan) 0.042'`x3"x8" Rafter (Multispan) Ground Ground Lattice Wind Speed a Exposure B Exposure C Snow Load .,Tube Exp C 10 48" (pso (in) 170 T-3" LIVE 40" 10 F 1.5" 72" 8'-2" LIVE 2" 72" 1.1'-4" 11'4" 9'4" 2"x3" 72" 13'-4" 13'-4" 13'-2" 3" 72" 48" 5'-6" 5'-6" 20 1.5" 72" 40" LIVE 2" 72" 6'-3" 32" 2"x3" 62" 7'4" T-4" 3" 72" 8'-10" 8'-10" 8'-10" 25 1.5" 72" _5'-3't 5'-3" 2" 70" 40 9'-8" 9 -8" 2"x3" 60" 32 7'-1" 3" 72" T-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" 6'4" 6'4" 40 1.5" 55" 24" T-7" 2" 52" T-7" 40 48" 2"x3" 45" 3'-7" T-7" 3" 66" 4'-2" 4'-2" 4'-2" 60 1.5" 43" 5'-0" V-0" 2" 40" 24" 6'4" 6'-3" 2"x3" 34'' 60 48" 2'-6" 3" 50." 2'-6" TABLE 1.19 TABLE 1.20 • -TABLE 1.21 :.TABLE 1.22 Table 1.23 SINGLE SPAN TABLES "NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN n n9a"x2"xB 5" Rafter (Multisoanl 0.032"ic2"x6-5" Rafter (Multisoan)' 0-040"x2x6.5" Rafter (Multisoan) 0.042'`x3"x8" Rafter (Multispan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 115. 130 ,;115 120 10 48" 8'-10" 8'-.10"• 8'-10" T-3" LIVE 40" 9-11" 9'-11" 9'-11" 8'-2" 32" 11'-4" 1.1'-4" 11'4" 9'4" 24" 13'-4" 13'-4" 13'-2" 10'-11" 20. 48" 5'-6" 5'-6" 5-6" 6-6" LIVE 40" 6'-3" 6-37 6'-3" 6'-3" 32" T-4" T-4" 7'4" T-4" 24" 8'-10" 8'-10" 8'-10" 8'-10" 25. 48" 5'-3" _5'-3't 5'-3" 64- - 40 9'-8" 9 -8" 9;=8" 6" 32 7'-1" T-1" T-1" T-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" 54" 32" 6'4" 6'4" 6'-3" 64- 24" T-7" T -T' T-7" T-7" 40 48" T-7" T-7" 3'-7" T-7" 40" 4'-2" 4'-2" 4'-2" 4'-2" 32" 5'-0" 5'-0" V-0" 5'-0" 24" 6'4" 6'-3" 6'4" 1 6'-3" 60 48" 2'-6" 2--6" 2'-6" 2'-6" 40" T-0" T-0" 3'-0" T-0" 32" T-7" T-7" 3'-7" T-7" 24" 4'-7" 4'-7" 4'-7" 4'-7" I Atilt 1.Z4 Ground •. Rafter, Wind Speed and Exposure, Snow Load Spacing Exposure 9 Exposure C. (pso (In)''. 115 130 115 120 10 .:, 48". ' :,13'-2" 13:-2": 13'-2" 11'-3" LIVE 40" 14'-6" 14'-6" 14'-6" 12'-4'' 32" 164" 16'-3" 16-3" 13'-10" 24" . 18'79". 18'-9" 18'-9" 15'-11 " 20 48''.. 8'-11 8'-11 ": 8'-11." 8'_11 " LIVE :-" 40' 9 -11 ". '9'-11 9'A 1 " 9'-11" 32"..:. 11'-3" 11'-3" 11'-3" . 11-4' 24'. 13'-2'; 13'-2"' 13'-2" 13'-2" 25 _ 48" 8'-8" 8'-8".- 8'78":1 -8'-8" - 40 9'-8" 9 -8" 9;=8" '9'-8" 32" 10'-11" 10'-11" 10'-11" 10'-11" 24" 12'-10"112'-10" . 16'-T'. 12'-10";12'-10" 16'-7" 30 48" 7'-9". ..7'4" T-9" T-9" 40" 8'-8" 8'-8'' 8'-8" 8'-8" 32" 9'-11" 9'-11" 9'-11" 9'-11" 24" 11'-7" 11'-7" 11'-7" 11'-7" 40 ... 48" .. 6'-6" 6'-6" 6'-6" . 6'-6" 40"7'-3" 9'-11" 7'-T' ' T-3" T-3" 32;� 8'-4" 8-4" 8'-4" 8'-4" .24" 9'-11" 9--11" 9'-11" 9'-11" 60 48". 4'-11:' 4'-11" 4'-11" 4'-11" 40" 5'-7" 5-7" 5'-7" 5'-7" 32" 6-6" 6-6" 6-6" 6-6" 24" 7'-9" T -9"T-9" 10'-6" T-9" AbLt 1.Zb Ground- Rafter Wind Speed and Exposure- . Snow Load Spacing Exposure B . Exposure C . . (psf) . -(in) 1'15 130 115'•'. 120. 10- :. ..48" 1 T-0' 1 T-0"• 17'-0"• 14'4" LIVE, 40',' 18'.-7" 18'-7" 1.8;-7" 16'-2" 32" 20'-9" 20'-3" 20'-1'' 18,4, 24" 23'-10" 22'-1" 21'-11" 19'-8" :20 48" 11'=11" 11'.-11'' 1.1.A1" 11--11" LIVE 40" 13'-1" 13'71 '; 13'-1" 13'-1" 32" 14'-8" 14'-8'' 14'-8" 14'-8" 24" 17'-0" 17'-0" 1 T-0" 17'-0" .%25-`;- - 48"• 11'._7" 11'=7" 11'77" 11'-7" - 40" " 12-9" 12'-9"- 12'-9`' 12'-9" 32." 14'-4" 14'-411, 14'-4" 14'-4" 24" 16-7" . 16'-T'. 16'-7" 16'-7" 30 48" 10'-6" 1 U-6", 10'-6" -10'-6" 40" 11'-7" 11'-7"• 11'-7" 11'-7" 32" 13'-0" 13'-0" 13'-0" 13'-0" 24" 15'-1" 15-1" 15-1" 15'-1" 40 48" 91_01..9'-0" 7'-9" 9'-0" 9,-0.,. 40" 9'-11" 9'-11" 9'-11" 9'-11" 32" 11'-2" 11'-2" 11'-2" 11'-2" 24" 13'-0" 13'-0" 13'70" 13'-0" 60 48" 77 T-1" T -V' T-1.. 40" T-11" T-11" 7'-11" . T-11" 32" 9.0.E 9'_0" 9,_0 - 9'_0" 24" 1 10'-6" 10'-6" 10'-6" 10'-6" ICC ESR 1953 (2012 IBC) 2/24/2014 - Page.9 of 106 I AISLE 1.1b Ground .'Rafter.,, 'Wind Speed and Exposure Snow Load Spacing Exposure B . < Exposure C (Oso (in) - .115 130: 11.5 120 10 36'''-'. 15'-7" 15'-7" 15'-7" 13'-5" LIVE 30" 16'-7" 16'-7" 16'-7" 14'-3" 24" . 19'-2" 19'-2" 19'-2" 16-5" 16" . - 23-5" 23-5". 23-5" 20--0" .20 . ,, 36".. 10'-8"10'-8" 10'_8" 10'-8" LIVE 30" 11'-4" 11'-4" 1 V-�4" A V-4".. 24" 13-4" 131,4"' 13'-4" 13'-4" 16'l, 16-7" .16-7" 16'-7" 16'-7" 25 _ . .36 _ 30 - 11'-1" 11 1"' 11'-1"- 11'-1" 24" 13'-0" 13'-0" 13'-0" 13'-0" 16" 16-2" 1 16-2" 16-2" 1_ 16-2" 30 36",,, .9._3" 9'-3" 9'-3" 9'4" 30" 9'-11" 9'-11" 9'-11" 9'-11" 24" 11'-9" 11'-9" 11'-9" 11'-9" 16" 14'-8" 14'-8" 14'-8" 14'-8" 40 ' 36" T-9" 7'-9" T-9" T-9" 30" 8'-4" 8'-4" 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" 5'-11" 5'-11" 30" 6-5" 6'-5" 6'-5" 6'-5" 24" 7-9" T_9„ 7,_9" T_9" 16" 9'-11" 9'-11" 9'-11" 9'-11" I AbLt l .Z ( Metals Building Products '5005 Vete'ran's'Meinorial Hwy Holbrook, NY 1.1741 . (631) 563-4000 - -Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA. 24503 carlputnam@comcast.net FEB 24 2014 are I GTTICF rbVFR 2 0 p(ISTISPA( INCC.F(1R PATIr1 GN 1-GO(41VIERCIAL�COVERSZNORMaL WIND7ARFA� TABLE 2.5 16 GA 398'Steel C1Beam"LAO( 14 GM3x8!Steel.C!Beam';IAOE&W 12 GA 3x8 Steel C Beam LAO( C Attached Single Freestanding of Atta`chedSingl Fne_6standing of 23'-8" Attached Freestanding of 26 29 Span Structure (Multispan Units Span Structure I Multispan Units 27 Structure Multispan Units GROUND TRIS MAX MAX D 24 MAX POST LENGTH MAX 27 MAX POST LENGTH MAX 25 26 MAX POST LENGTH SNOW WIDTH POST POST MIN FOOTER 8' 1 IT I 15' POST MIN FOOTER 8' 1 12' I 15' POST MIN FOOTER 8' I 12' I 15' LOAD (FT) SPACING SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTES SPACING POST SIZE CONSTRAINED FOOTEI (PSF) 6.5 ON SLAB (FT) TYPE "d" "d" d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYP "d" "d" "d" "d" 27 27'-8" (FT) 29 29 (in) (in) (in) (in) F (in) (in) (in) (in) 16-1" E (in) (in) (in) (In) 10 5 13'-7" 20'-2" C 24 25 28 27.. 23'-8" E 25 26 29 .:28 ... 30'-4" F 27 27 29 29 LIVE 5.5 12'-4" 18'-11" D 24 25 28 27 22'-3" E 25 26 29 28 29'-5" F 28 28 29 .-529 - MIN 6 11' 4" 17'-10" D 24 24 27 26 21'-1" E 26 26 28 28 28'-6" F 29 29 29 28 CONSTRAINED FOOTEF 6.5 to' -5" 16-11" D 25 25 27 26 20'-0" E 26 26 28 27 27'-8" F 29 29 29 28 F 7 9'-8" 16-1" E 25 25 27 26 191-11, F 26 26 28 27 26'-6" F 29 29 29 28 F 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 F 8 8'-6" 14'-8" E 25 25 26 25 17'-6" F 27 27 27 26 24'-7" F 30 30 30 27 F 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 F 9 7'-6" 13'-6" E 25 25 26 25 16'-2" F 27 27 27 26 22'-11" F 30 30 30 27 -.F".- 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 F 10 6-9" 12'-6" E 26 26 26 24 15'-1" F 27 27 27 25 21'-6" G 31 31 31 27 F 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 F 11 6'-2" 11'-6" E 26 26 26 24 14'-1" F 28 28 28 25 20'-4" G 31 31 31 27 F 11.5 5'.-1 1 11'-1" E 26 26 26 24 13'-8" F 28 28 28 25 19'-9" G 31 31 31 27 12 6-8" 10'-7" E 26 26 26 24 13'-3" F 2828 31 28 25 19'-3" G 32 32 32 27 F 13 5'-2" 9'-10" E 26 26 26 25 12'-7" F 28 28 28 25 18'-4" G 32 32 32 28 F 14 4'-10" 9'-1" E 26 26 26 25 11'-11" F 28 28 28 25 17'-6" G 32 32 . 32 28 F 15 1 4'-6" 1 8'-6" E 1 26 1 26 26 1 25 1.1'-4" F 28 28 28 1 25 16'-9" G 32 32 32 28 11•1 N1FH FXYt)l I1NF 1: (1r hill MNH FXNfltil INF R 10 111111151 13'-7" 20'-2" C 27 27 30 27.. 23'4" 8 28 3230'4" .:28 ... 22' 2" F 31 31 32 29 WIVE 5.5 12'-4" 18'-11" D 27 27 30 27 22'-3" E 29 29 31 28 29'-5" F 31 31 32 .-529 - 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 FOOTEF 6.5 10'-5" 16'-11" D 28 28 29 26 20'-0" E 29 29 30 27 27'-8" F 33 33 33 28 F 7 9'-8" 16'-1" E 28 28 29 26 19'-1" F 30 30. 30 27 26'-6" F 33 33 33 28 F 7.5 9'-1" 15'-4" E 28 28 29 25 18'-3" F 30 30 30 27 25'-6" F 33 33 33 28 F 8 8'-6" 14'-8" E 28 28 29 25 17'-6" F 30 30 30 26 24'-7" F 34 34 34 27 F 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 F 9 T-6" 13'-6" E 29 29 29 25 16'-2" F 30 30 30 26 22'-11" F 34 34 34 27 -.F".- 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 F 10 6'-9" 12'-6" E 29 29 29 24 15'-1" F 31 31 31 25 21'-6" G 35 35 35 27 F 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 F 11 6'-2" 11'-6" E 29 29 29 24 14'-1" F 31 31 31 25 20'-4" G 35 35 35 27 F 11.5 F-11" 11'-1" E 29 29 29 24 13'-8" F 31 31 31 25 19'-9" G 35 35 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 F 13 5'-2" 9'-10" E 29 29 29 25 12'-7" F 32 32 32 25 18'-4" G 36 36 36 28 F 14 4'-10" 9'-1" E 29 29 29 25 11'-11" F 32 32 32 25 17'-6" G 36 36 36 28 F 15 4'-6" 8'-6" E 29 29 29 1 25 11'-4" F 32 32 32 1 25 16-9" G 36 36 36 28 115 MPH EXPOSURE B ,20 , : 5 7'-1" 12'-11". E 21 23 25 27.. 15'-7:, F ...22.._.:24 Freestanding of 26 .:28 ... 22' 2" G 25 25 27 29 LIVE 1, 5.5 6'.-5" 121;1" .- E., 21 22__ 25 27 14'-7" F .22 23 :.:. " 26 28 20'-11" G ".25._ " 2 ` ".- 27 . _ .-529 - MIN 6 F-11" 11' 1" E 2i 22 .25 26 13'-9" F 22 23 26 28 19'-10" G 25 25 27 28 CONSTRAINED FOOTEF 6.5 5'-5" 10'-3" E 21 22 24 26 13'4" F 23 23 25 27 18'-10" G 26 26 26 28 F 7 5'-1" 9-6" E 21 21 24 26 12'-4" F 23 23 25 27 18'-0" G 26 26 26 28 F 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 F 8 4'-5" 8'-4" E 21 21 23 25 11'-2" F 23 23 25 26 16-7" G 26 26 26 27 F 8.5 4'-2" 7'-10" E 21 21 23 25 10'-7" F 23 23 25 26 15'-11" H 26 26 26 27 F 9 T-11" 7'-5" E 21 21 23 25 101-0" F 23 23 24 26 154' H 27 27 27 27 -.F".- 9.5 3'-9" 7'-1" E 21 21 23 24 9'-6" F 23 23 24 26 14'-10" H 27 27 27 27 F 10 T-6" 6-8" E 21 21 22 24 9'-0" F 23 23 24 25 14'4" H 27 27 27 27 F 10.5 3'-4" 6-5" E 21 21 22 24 8'-7" F 23 23 24 25 13'-11" H 27 27 27 27 F 11 T-2" 6'-1" E 21 21 22 24 8'-3" F 23 23 23 25 13'-6" H 27 27 27 27 F 11.5 3'-1" 5'-10" E 21 21 22 24 T-10" F 23 23 23 25 13'-l" H 27 27 27 27 12 2'-11" S-7" E 21 21 23 24 T-7" F 23 23 23 25 12'-9" H 27 27 27 27 F 13 2'-8" 5'-2" E 21 21 23 25 7'-0" F 23 23 23 25 12'-0" H 28 28 28 28 F 14 2'-6" 4'-9" E 21 21 23 25 6'-6" F 23 23 23 25 11'-5" H 28 28 28 28 F 15 1 2'-4" 4'-6" 1 E 1 21 1 21 1 24 1 25 11 6-1" 1 F 23 1 23 1 24 1 25 10'-11" 1 H 1 28 28 28 28 TABLE 2.5 16 GA 3x8 Steel C Beam LAO( 14 GA 3x8 Steel C Beam LAOE 12 GA 3x8 Steel C Beam LAO( F Attached Singid Freestanding of 25 Attached Single Freestanding of F Attached Single Freestanding of 26 27 Span Structure Multispan Units 24 Span Structure Multispan Unit=_ 28 span Structure Multispan Units GROUND TRIS MAX MAX 21 24 MAX POST LENGTH MAX F 21 MAX POST LENGTH MAX 27 18'-3" 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 SPACINE POSI SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEI (PSF) 21 ON SLAB (FT) TYPE d" "d""d" d" (FT) TYPE "d" d' "d" d" (FT) TYPE d" d"l I d" d" 27 F (FT) T-5" T-8" (in) (in) (in) (in) 20 23 (in) (in) (in) (in) F 21 (in) (in) (n) (in) 1IS Allou CYDncl IDG R 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 F 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 F 6 4'-0" 8'-11" F 19 21 24 25 11'-9" F 21 22 25 27 17'-3" H 24 24 26 28 F 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 F 7 T-5" T-8" F 19 20 23 25 10'-4" F 21 22 24 26 15'-8" H 25 25 25 27 F 7.5 T-2" T-2" F 19 20 23 24 9'-8" F 21 21 24 26 15'-0" H 25 25 25 27 F 8 T-0" 6-9" F 19 20 23 24 9'-1" F 21 21 24 25 14'4" H 25 25 25 27 F 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 F 9 2'-8" 6'-0" F 19 19 22 24 8'-1" F 21 21 23 25 13'-3" H 25 25 25 26 -.F".- 9.5 T-6" 5'-8" F 19 19 22 24 7'-8" F 21 21 23 25 'IT -10" 1 25 25 25 26 F 10 2'-5" 5'4" F 19 19 22 24 T-3" F 21 21 23 24 12'-5" 1 26 26 26 26 F 10.5 2'-3" 5'-1" F 19 20 22 24 6'-11" F 21 21 23 24 12'-0" 1 26 26 26 26 F 11 2'-2" 4'-11" F 19 20 22 24 6'-7" F 21 21 22 24 11'-7" 1 26 26 26 26 F 11.5 1 2'-1" 4'-8" 1 F 19 1 20 1 22 24 6'-4" F 21 21 22 24 11'-3" I 26 26 26 1 26 11S A.i CYOnct IDC r - iqR UP" FXPfltl IRF R 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 F 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 F 6 4'-0" 8'-11" F 22 23 26 28 11'-9" F 24 24 27 29 17'-3" H 27 27 28 30 F 6.5 3'-8" 8'-3" F 22 23 25 27 11'-1" F 24 24 27 29 16'-5" H 27 27 28 30 F 7 3'-5" T-8" F 22 22 25 27 194' F 24 24 27 28 15-8" H 28 28 28 30 F 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 F 8 T -O" 6-9" F 22 22 25 26 9'-1" F 24 24 26 28 14'-4" H 28 28 28 29 F 8.5 T-10" 6-4" F 22 22 24 26 8'-6" F 24 24 26 27 13'-10" H 28 28 28 29 F 9 2'-8" 6'-0" F 22 22 24 26 8'-1" F 24 24 25 27 13'-3" H 28 28 28 29 -.F".- 9.5 X-6" 5'-8" F 22 22 24 26 7'-8" F 24 24 25 27 12'-10" 1 29 29 29 29 F 10 2' S" 5-4" F 22 22 24 26 T-3" F 24 24 25 27 12'-5" 1 29 29 29 29 F 10.5 2'4- 5'-1" F 22 22 24 26 6'-11" F 24 24 25 26 12'-0" 129 29 29 29 F 11 2'-2" 4'-11" F 22 22 24 26 6'-7" F 24 24 24 26 11'-7" 1 29 29 29 29 F 11.5 2--l" 4'-8" F 22 22 25 26 6'-4" F 24 24 25 26 11'-3" I 29 29 291 29 ' 115 MPH EXPOSURE B 40 5 T-7" 8'-1" F 18 21 23 25 10'-11" F 19 22 25 26 16-3" H 22 23 26 27 5.5 3'-3" T-5" F 18 20 23 25 10'-0" F 20 22 24 26 15-4" H 23 23 25 27 6 T-0" 6-9" F 18 20 23 24 9'-2" F 20 21 24 25 14'-5" H 23 23 25 27 6.5 2'-9" 6'-3" F 18 20 22 24 8'-5" F 20 21 23 25 13'-9" H 23 23 25 26 7 2'-7" 5'-10" F 18 19 22 24 T-10" F 20 21 23 25 13'-1" H 23 23 24 26 7.5 2'-5" 5'-5" F 18 19 22 23 7'-4" F 20 20' 23 25 12'-6" 1 23 23 24 26 8 2'-3" 5'-1" F 18 19 21 23 6'-11" F 20 20 23 24 11'-11" 1 23 23 24 26 8.5 2'-1" 4'-9" F 18 19 21 23 6'-6" F 20 20 22 24 11'-5" 1 24 24 24 26 9. T-0" 4'-6".. -.F".- .-_18 .79 :, ; .22 23 6'-1" F 20 20 22 24 _ .11'-0" 1 24 24..-: 24 25, - 9.5 1'-11" 4'-3" F 18 ` 19 22 23 F-10" F' " 2020 22 24 10'-7" I 24 24 .24 2� 10 1'-9" 4'-1" F 18 19 22 24 5'-6" F 20 20 22 24 10'-3" 1 24 24 24 25 10.5 1'-8" T-11" F 18 20 22 24 5'-3" F 20 20 22 24 9'-11" 1 24 24 24 25 11 1'-7" T-8" F 18 20 22 24 F-0" F 20 20 22 24 9'-7" I 24 24 24 25 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 40 5 T-7" 8'-1" F 20 23 25 27 10'-11" F 22 24 27 29 5.5 T-3" T-5" F . 20 22 25 27 10'-0" F 22 23 26 28 6 T -O" 6'-9" F 20 22 25 26 9'-2" F 22 23 26 28 6.5 2'-9" 6'-3" F 20 21 24 26 F-5" F 22 23 26 27 7 2'-7" 5'-10" F 20 21 24 26 7'-10" F 22 22 25 27 7.5 T-5" 5'-5" F 20 21 24 25 T-4" F 22 22 25 27 8 2'-3" 5'-1" F 20 21 23 25 6'-11" F 22 22 25 26 $ +) p 8.5 2'-1" 4'-9" F 20 20 23 25 6'-6" F 22 22 24 26,. 9 2'-0" 4'-8" F 20 21 24 25 6'-1" F 22 22 24 26 14 .. ' &3p-AP15 . 9.5 1'-11" 4'-3" F 20 21 24 26 5'-10" F 22 22 24 26 10 1'-91. 4'-1" F 20 21 24 26 5'-6" F 22 22 24 26 10.5 1'-8" 3'-11" F `20 21 24 26 5'-3" F 22 22 24 26 11 1'-7" T. F 20 21 2a 2s 5'-0". F 22 22 24 26 FEB 24 2014 ICC ESR 1953 (2012 IBC) 2/24/2014 Page 14 of 106 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS NORMAL WIND AREA! ivj LAO( 16 GA 3x8 Steel C Beam LAO( 14 Attached Freestanding of TABLE 2.5 Attached SinglE Freestanding of Attached Single Freestanding of Structure Multispan Units I Span Structure Multispan Units Span Structure Multispan Units MAX MAX POST LENGTH GROUND TRIB MAX MAX MAX POST LENGTH MAX MAX POST LENGTH MAX POST MIN FOOTER 8' I 12' I 15' SNOW IJIADTH POST POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' POST RACING POST SIZE CONSTRAINED FOOTER LOAD (FT) SPACING SPACINC POST SIZE CONSTRAINED FOOTEF SPACIN POST SIZE CONSTRAINED FOOTEF SPACIiIN (F) TYPE "d" "d" "d" "d" (PSF) ON SLAB (FT) TYPE"d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) (i n) (in) I (in) Gn) I (FT) GN (in) (in) I (in) I (in) (in) I (in) (in) 20 16 GA 3x8 Steel C Beam IAO( 14 GA 3x8 Steel C Beam LAO( TABLE 2.5 E Attached Single Freestanding of 28 Attached Single Freestanding of F 25 Span Structure Multispan Units 31 Span Structure Multispan Units GROUND TRIB MAX MAX LIVE 5.5 MAX POST LENGTH MAX E 23 MAX POST LENGTH SNOW WIDTH POST POST MIN FOOTER 8- 1 12' I 15' POST MIN FOOTER 8- I 12' I 15' LOAD (FT) SPACING SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTE (PSF) 13'-9" ON SLAB (FT) TYPE "d" d" I "d" I "d" I (FT) TYPE "d" "d" "d" "d" 29 31 (FT) 6.5 5'-5" (in) (in) (in) (in) 23 24 (in) (in) (in) (in) 115 MPH EXPOSURE C or 130 MPH EXPOSURE B ivj LAO( 16 GA 3x8 Steel C Beam LAO( 14 Attached Freestanding of TABLE 2.5 Attached SinglE Freestanding of Attached Single Freestanding of Structure Multispan Units I Span Structure Multispan Units Span Structure Multispan Units MAX MAX POST LENGTH GROUND TRIB MAX MAX MAX POST LENGTH MAX MAX POST LENGTH MAX POST MIN FOOTER 8' I 12' I 15' SNOW IJIADTH POST POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' POST RACING POST SIZE CONSTRAINED FOOTER LOAD (FT) SPACING SPACINC POST SIZE CONSTRAINED FOOTEF SPACIN POST SIZE CONSTRAINED FOOTEF SPACIiIN (F) TYPE "d" "d" "d" "d" (PSF) ON SLAB (FT) TYPE"d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) (i n) (in) I (in) Gn) I (FT) GN (in) (in) I (in) I (in) (in) I (in) (in) 20 5 7-1" 12'-11" E 23 25 28 30 15'-7" F 25 26 29 31 22'-2" G 28 28 30 32 LIVE 5.5 6-5" 12'-1" E 23 24 27 29 14'-7" F 25 25 28 30 20'-11" G 28 28 29 31 31 6 5'-11" 11'-1" E 23 24 27 29 13'-9" F 25 25 28 30 19'-10" G 28 28 29 31 31 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 30 7 5'-1" V-6" E 23 23 26 28 12'-4" F 25 25 27 29 18'-0" G 29 29 29 30 30 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 30 8 4'-5" 8'-4" E 23 23 26 27 11'-2" F 26 26 27 29 16'-7" G 29 29 29 30 30 8.5 4'-2" T-10" E 23 23 25 27 10'-7" F 26 26 27 29 15-11" H 30 30 30 30 29 9 X-11" T-5" E 23 23 25 27 10'-0" F 26 26 26 28 16-4" H 30 30 30 30 30 9.5 3-9" 7'-1" E 23 23 25 27 9'-6" F 26 26 26 28 14'-10" H 30 30 30 30 30 10 3'-6" 6'-8" E 23 23 25 26 9'-0" F 26 26 26 28 14'-4" H 30 30 30 30 30 10.5 3'-4" U-5" E 23 23 24 26 8'-7" F 26 26 26 27 13'-11" H 30 30 30 30 30 11 3'-2" 6'-1" E 23 23 24 26 8'F F 26 26 26 27 13'-6" H 31 31 31 31 30 11.5 3'-1" 5'-10" E 23 23 25 26 T-6" F 26 26 26 27 13'-1" H 31 31 31 31 30 12 2'-11" 5'-7" E 23 23 25 27 ]-j-7-' F 26 26 25 27 12'-9" H 31 31 31 31 31 13 2'-8" 5'-2" E 23 23 25 27 F 26 1 26 26 27 12'-0" H 31 31 31 31 115 MPH FYPr1R11RF R ' 25 5 5'-9" 12'-6" F 20 23 25 27 15'-1" F 22 24 26 28 21'-6" G 24 24 27 29 31 5.5 5-2" 11'-6" F 20 22 25 27 14'-1" F 22 23 26 28 20'-4" H 25 25 27 29 31 6 4'-9" 10'-7" F 21 22 24 26 13'-3" F 22 23 26 27 19'-3" H 25 25 27 28 31 6.5 4'-5" 9'-10" F 21 21 24 26 12'-7" F 22 23 25 27 18'-4" H 25 25 26 28 30 7 4'-1" 9'-1" F 21 21 24 25 11'-11" F 22 22 25 27 17'-6" H 26 26 26 28 30 7.5 3'-10" 8'-6" F 21 21 23 25 11'-4" F 23 23 25 27 16'-9" H 26 26 26 27 30 8 3'-7" 8'4" F 21 21 23 25 10'-9" F 23 23 25 26 16-1" H 26 26 26 27 30 8.5 3'4" 7'-6" F 21 21 23 25 10'-2" F 23 23 24 26 15-6" H 26 26 26 27 29 9 3'-2" 7'-1" F 21 21 23 24 9'-7" F 23 23 24 26 14'-11" H 26 26 26 27 30 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 30 10 2'-10" 6'-5" F 21 21 22 24 8'-8" F 23 23 24 25 13'-11" H 27 27 27 27 30 10.5 2'4" 6'-1" F 21 21 22 24 8'-3" F 23 23 23 25 13'-6" H 27 27 27 27 30 11 2'-7" 6-10" F 21 21 22 24 7'-10" F 23 23 23 25 13'-1" H 1 27 27 27 1 27 30 11.5 2'-6" 5'-7" F 21 21 22 24 T-6" F 23 23 23 25 12' 8" I 27 27 27 27 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 25 5 5'-9" 12'-8" F 23 25 28 29 15'-1" F 24 26 29 31 21'-6" G 27 27 30 31 5.5 5.5 5'-2" 11'-6" F 23 24 27 29 14'-1" F 25 25 28 30 20'-4" H 28 28 29 31 6 6 4'4" 10'-7" F 23 24 27 29 13-3" F 25 25 28 30 19'-3" H 28 28 29 31 6.5 6.5 4'-5" 9'-10" F 23 23 26 28 12'-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" F 25 25 27 29 17'-6" H 29 29 29 30 7.5 7.5 3'-10" 8'-6" F 23 23 26 27 11'-4" F 25 25 27 29 16'-9" H 79 29 29 30 8 8 3'-7" 8'-0", _ F - 23 23 25 27 10'-9" F 26 26 27 29 16'-l" H 29 .-29 29 30 8.5 -8.5 3'-4" 7'-6" F 23 23 25 27 10'-2" F., 26 26 26 28 115-6" H 29 29 29 29 9 9 3'-2" T-1" F 23 23 25 27 9-7'r F 26 26 26 28 14'-11" H 30 30 30 30 9.5 3'-0" 6'-9" F 23 23 25 26 9'-1" F 26 26 26 28 14'-5" H 30 30 30 30 10 2'-10" 6'-5" F 23 23 24 26 8'-8" F 26 26 26 27 13'-11" H 30 30 30 30 10.5 2'-8" 6-1" F 23 23 24 26 8'-3" F 26 26 26 27 13'-6" H 30 30 30 30 11 2'-7" 5'-10" F 23 23 24 26 7'-10" F 26 26 26 27 13'-1" H 30 30 30 30 11.5 2'-6" 5'-7" F 23 23 25 26 7'-6" F 26 26 26 27 12'-8" I 30 30 30 30 12 2'-4" 5'-4" F 23 23 25 27 7'-2" F 26 25 26 27 12'4" 1 31 31 31 31 GENERAL INSTRUCTIONS FOR THESE TABLES 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 CLEARSPAN 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 2.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.5 ICC ESR 1953 (2012 IBC) 2/24/2014 ttached Single Freestanding of pan Structure Multispan Units 5'-6" F MAX POST LENGTH 19 TMINFR 8' I 12' I 15'CONSTRAINED 7'-5" F FOOTER 20 23 "d" I "d" I "d" 115 MPH EXPOSURE B 60 5 2'-5" 5'-6" F 16 19 22 23 7'-5" F 17 20 23 25 12'-7" I 20 22 24 26 5.5 5.5 T-2" 5'-0" F 16 19 21 23 6'-9" F 17 20 23 24 11'-9" 1 21 21 24 26 6 6 2'-0" 4'-7" F 16 19 21 23 6-2" F 17 20 22 24 11'-1" 1 21 21 24 25 6.5 6.5 1'-10" 4'-3" F 16 18 21 23 6-8" F 17 19 22 24 10'-6" 1 21 21 23 25 7 7 1'-9" T-11" F 16 18 21 22 5'4" F 17 19 22 23 9'-11" 1 21 21 23 25 7.5 7.5 l'-7" 3'-8" F 16 18 21 23 4'-11" F 17 19 21 23 9'-6" 1 21 21 23 25 8 8 1'-6" T-5" F 16 19 21 23 4'-8" F 17 19 21 23 9'-1" 1 21 21 23 25 8.5 8.5 1'-5" T-3" F 16 19 21 23 4'-4" F 17 19 21 23 8'4" 1 22 22 23 24 9 9 1'-4" T-0" F 16 19 22 23 4'-1" F 17 19 22 23 6'-4" 1 22 22 23 24 9.5 1'-3" 2'-11" F 16 19 22 23 T-11" F 17 19 22 23 7'-11" 1 22 22 22 24 10 1'-2" 2'-9" F 16 19 22 24 T-8" F 17 19 22 24 7'-7" 1 22 22 22 24 10.5 1'-2" 2'-7' F 16 20 22 24 T-6" F 17 20 22 1 24 1 T-2" 1 22 1 22 22 24 115 MPH FXPOgI IRF C nr 13n MPH FYPORI IRF R 60 5 2'-5" 5'-6" F 17 21 24 26 T-5" F 19 22 25 27 12'-7" 1 23 24 26 28 0' 5.5 2'-7' 5-0" F 17 21 23 25 6'-9" F 19 22 25 26 11'-9" 1 23 23 26 28 7' 6 2'-0" 4'-7" F 17 20 23 25 6-2" F 19 21 24 26 11'-1" 1 23 23 26 28 10.5' 6.5 1'-10" 4'-3" F 17 20 23 25 5'-8" F 19 21 24 26 10'-6" 1 24 24 26 27 n/a 7 1'-9" T-11" F 17 20 23 24 6-4" F 19 21 24 25 9'-11" 1 24 24 25 27 n/a 7.5 1'-7" 3'-8" F 17 20 23 25 4'-11" F 19 20 23 25 9'-6" 1 24 24 25 27 8 1'-8" T-5" F 17 20 23 25 4'-8" F 19 20 23 25 9'-1" I 24 24 25 27 8.5 1'-5" 3'-3" F 17 20 23 25 4'-4" 1 F 19 20 23 25 8'-8" I 24 24 25 27 9 1'-4" T -O" F 17 21 24 25 4'-1" F 19 21 24 1 25 814" 1 24 1 24 1 25 1 26 OVER- HANG I Post Description TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) POST Detail Code # 0.024"x3"x3" Post w/ Sideplat (FT) 1 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 0' 4' 4.6 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' 9.5' 10, 10.5' 11' 2' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5 10' 10.5' 11' 11.5' 3' n/a n/a n/a n/a 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 4' n/a n/a n/a n/a n/a n/a n/a n/a 10' 10.5' 11' 11.5' 12' 12.5' 5' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 12.5' 13' TABLE 2.3 Post Requirements for Attached Single Span Structure=_ Post Description Max Hgt I POST Detail Code # 0.024"x3"x3" Post w/ Sideplat 12' C LA22 Alum 0.032"x3"x3" Lockseam - 11' D LA15 Alum 0.040"x3"0" Lockseam 11' - E LA15 Alum 0.055"x3"x3" Fluted 10' F L71 Alum 0.075"x3"x3" Square 10' G MU49 Steel 0.043"x3"x3" Lockseam 12' H 915 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 LA20 3/16"x3"x3" Steel Square 14' L LA17 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 2.5 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 9. FIND THE 07C 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 2.5 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 15 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carlputnam(-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' C LA15 Steel 0.043"x3"x3" Lockseam d= 22" 8' B LA15 -- 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 LA17 Alum 0.120"x4"x4" Square d= 32" 10' E LA20 3/16'x3"x3" Steel Square d= 32" 10' G IA17 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