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BPAT2016-0100
78-495 CALLE TAMPICO ,LA QUINTA, CALIFORNIA 92253 c&tit 4 4� 094L DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Application Number: BPAT2016-0100 Owner: Property Address: 52217 EISENHOWER DR ANGELO BIANCHI APN: 773225020- P 0 BOX 1744 Application Description: BIANCHI / (2) PATIO COVERS LA QUINTA, CA 92253 Property Zoning: Application Valuation: $6,000.00 Applicant:. Contractor: NANCY BIANCHI OWNER BUILDER 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 Professions Code, and my License is in full force and effect. License Class: License No.: Date: Contractor: OWNER -BUILDER DECLARATION I hereby 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 Divisions 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 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 t�r she did not build or improve for the purpose of sale.). aY 1, 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 contractors' State License Law.). l yam exempt under Sec. . B.&P.C. for this reason Ownej CONSTRUCTION LENDING AGECY I hereby affirm under penalty of perjury that there is a co struction I . g agency for the performance of the work for which this permit is issued ec. 3097, Civ. C.). Lender's Name: Lender's Llc. No.: Date: 10/24/2016 WORKER'S COMPENSATION DECLARATION I 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: Carri _ POlicy Number: t 9 1 certify that in the performance of the work for which this permit is issued, I shat 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 shall forthwith comply with those rovisions. D eat :� t-4, Applicant, WARNING: FAILUI TO SECURE WORKERS' COMPENSATION C AGE IS UN WFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES U TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITI TO THE COS F COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 O LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official 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. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above-mentioned property for inspection purpos( Signature (Applicant or Date: .10/24/2016 Application Number:. BPAT2016-0100- Owner: Property Address: 52217 EISENHOWER DR ANGELO BIANCHI APN: 773225020 P 0 BOX 1744 Application Description: BIANCHI / (2) PATIO COVERS LA QUINTA, CA 92253 Property Zoning: Application Valuation: $6,000.00 Applicant: Contractor: NANCY BIANCHI OWNER BUILDER LIc. No.: Detail: (1)140 SQ FT PATIO COVER BACKYARD AND (1) 176SF PATIO COVER AT SIDE YARD [ALUMAWOOD ENGINEERING] THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. 2013 CALIFORNIA BUILDING CODES. r . FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT BSAS. SB1473 FEE 101-0000-20306 0. $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA:. $1.00 DESCRIPTION ACCOUNT QTY AMOUNT PATIO COVER EA ADDITIONAL 101-0000-42400 0 $50.67 DESCRIPTION ACCOUNT QTY AMOUNT PATIO COVER EA ADDITIONAL PC 101-0000-42600 0 $38.00 DESCRIPTION ACCOUNT QTY AMOUNT PATIO COVER, STD, OPEN 101-0000-42404 0 $101.84 DESCRIPTION ACCOUNT QTY AMOUNT PATIO.COVER, STD, OPEN PC 101-0000-42600 0 $100.32 Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $290.83 DESCRIPTION ACCOUNT QTY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 $0.78 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.78 Bin # Permit # I l Project Address: Sa (o0 City of La Quint a Building 8t Safety Division . - 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-701,2 Building Permit Application and Tracking Sheet Owner's Name: ! Vr-1'k)f!--',f A. P. Number: Address: Legal Description: City, ST, Zip: Contract 0r: LA.) t n ele ho c• P Address: Project Description: City, ST, Zip: e T le h Po . ne• State Lic. # : City Lic. Arch., Engr., Designer: _ Address: City, ST, Zip: Telephone: one: ancY• Construction n Type: Occupancy: State Lic. , .`> Project a circle one), New Add'n Alter Repair Demo Name of Contact Person: NJ 1 Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Projec)$ , APPLICANT: DO NOT WRITE BELOW THIS LINE tl Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit ' Truss Calcs.. Called Contact Person Plan Check Balance. Title 24 Calcs. Plans picked up Construction ' Floodplain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. I-I.O.A. Approval Plans resubmitted Grading IN ROUSE:- Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. APpr Date of permit issue School Fees, . I Total Permit Fees P.O. Box 1.504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT PROPERTY OWNER'S PACKAGE (760)777-7012 FAX (760) 777-.7011 Disclosures & Forms for Owner -Builders Applying for Construction Permits IMPORTANT! NOTICE TO PROPERTY OWNER Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified at �ol� / t �n N f0d f U P/1 �'1 a s i►� We are providing you with an Owner -Builder Acknowledgment and Information Verification Form to make you aware of your responsibilities and possible risk you may incur by having this permit issued in your name as the Owner -Builder. We will not issue a building permit until you have read, initialed your understanding of each provision, signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owner, obtain the prior approval'of the permitting authority. OWNER'S ACKNOWLEDGMENT AND VERIFICATION OF INFORMATION DIRECTIONS: Read and initial each statement below to signer you understand or verify this information. 1 1. I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner -Builder" building permit that erroneously implies that, the property owner is providing his or her own labor and material personally. I, as an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an. unlicensed person and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 2. I understand building permits are not required to be signed by property owners unless they are responsible for 'the construction and are not hiring a licensed Contractor to assume this responsibility. 3. I understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand .that I may protect myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my own. 4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. &_5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. �L_6. I understand if I am considered an "employer" under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute. to unemployment compensation for each "employee." I also understand my failure to abide by these laws may subject me to.serious financial risk. 7. I understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential structures cannot legally build them with the intent to offer. them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building Contractor. 8. I understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for any financial or personal injuries sustained by any subsequent owner(s) that result from any latent construction defects in the workmanship or materials. 9. I understand I may obtain more information regarding my obligations as an."employer" from the Internal Revenue —Mice, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1- 800-321-CSLB (2752) or www.csib'.ca.gov for more information about licensed contractors. 0__�10. I am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the party legally: and Q financially responsible for proposed p construction activity at the following address: 11. I agree that, as.the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern Owner -Builders as.well as employers. 12. I agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I have provided. on this form Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractors' State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages, If you obtain a permit as Owner -Builder and. wish to hire Contractors, you will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers' compensation insurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issuing the permit. Note. A copy of the property owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. 11 Signature of property o Date: Note: The following Authorization Form is required to be completed by the property owner only when designating an agent of the property owner to apply for a construction permit for the Owner -Builder. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign; and file. the documents necessary to obtain an Owner -Builder Permit for my project. Scope of Construction Project (or Description of Work): Project Location or Address: Name of Authorized Agent: Address of Authorized Agent: Tel No I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Note: A copy of the owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owners signature. Property Owner's Signature: Date: e u A -A Li 14 bL, �o Y6�4- 10 k V 4{ - `' ATTACHED LATTICE PATIO COVER A. 2x2 Lattice tubes 2" spacing B. 2x6 Rafters 24" spacing C.3x3 Steel post 18' spacing B D. 3x8 Header with 16GA steel c- beam F. 25" Square concrete footings C t REE STANDING PATIO COVER A. 3X3 Steel post B. 2X3 Lattice tubes 1" spacing C.3X8 Header with 12GA steel c -beam D.2X6 Rafters 24" spacing F.30" Square concrete footings i ' } Amerimax Exterior Home Products AlumawoodTM Patio Cover. Carport -and Commercial Structure Enpineerinq 2012 IBC PAGES DRAWING SECTION DESCRIPTION ` 2 PAGES GN01-2012 GENERAL NOTES GN02-2012 - 2 PAGES` SC01-2012 SCO2-2012 4 PAGES 4 PAGES 4 PAGES 4 PAGES LT01-2012 LT02-2012 LT03-2012, LT04-2012 2 PAGES 10 PAGES 10 PAGES i SOLID PANEL STRUCTURAL CONFIGURATIONS ALUMAWOOD STRUCTURAL CONFIGURATIONS i I LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURE: I LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND AREA LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURE'S SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WI SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND 4 PAGES NP01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS N P02-2012 NP03-2012 NP04-2012 i 9 PAGES CD01-2012 COMPONENT PARTS AND CONNECTION DETAILS CD02-2012 CD03-2012 C004-2012 CD05-2012 CD06-2012 CD07-2012 CD08-2012 CD09-2012 10 PAGES Miscla-2012 Misclb-2012 Misc2-2012 Misc3-2012 Misc4-2012 Misc5a-2012 Misc5b-2012 Misch-2012 Misc7-2012 Misc8-2012 ft, Pur F 81 EXP, 012 7 S'T CIVIL. CALF UN 2015 MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS FAN BEAM DETAILS 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES 7.0 FOOTING AND SLAB ATTACHMENT TABLES 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRE7'1 E SLABS OR FOOTINGS 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS 7.0 FORCES ON EXISTING STRUCTURES STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS 01- -IZDXII 147V06b OCT 02 2013 -` September 29, 201.3 CIT' OF LA QUINTA 13UILDIN G & SAFETY DEPT. APPROVED FOR CONSTRUCTION fl� MIN „t1sru.rfl/I MICH/C,q P,l CI VI PROFESSIONAL ENGINEERING PS PAGE RL co' GP�p,M ••i� CARL r i r,, • r 187 % _ PuG,NE �,` P g Mq /�i O0� • A• CF,ycf' �tsr5510S C EyC� �' EN No. Z*. 9 A .' N• ••.�. O Gt E C) / PUT/( `, St....r,,,�,. 04 R�♦Q ��•� �pQ • •FE;`S�p ;O� � � TH OF :z5 IL PROFESSIONA PE -5805 r ; % . �G O ' r ; GQom. Q�ii RFO i�� FS :. 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SIONAL o CT 1�1� / E 3+ Pt1TN M Ly CNA ' ' `", OQ: •F p• -•!y9 �'� j. �� h! .`" g:0 - P X939 m E G R Aft! o AM mi' P `�:QO 1 4 D,� �,5,.•• .Qjy g\d f -38 1 ORG ;illy (: 1 SEE V , c; CIVIL t i 58-C "` cXR tr>i5 N i `� No. 46524 �i p,179 _ SEAL sY • •. • ``�� .a . •9tc ,GOA,30683 + • o. 5860906 Cltrl> !•• , * ' • • • • • • 'sbc� c/sT.,rR� O.c.. 10Ey� ,.• •f ti C11 PUTNAM ...•• ��. ti vECF�I. C�a` Alt S. /�OWA������ jofYAt�GFSSli;; ••' FNGiN ��'•4St E11, ' N +'t1RC S81 �9/Jr �,� q • . ��.`.,,� P. 6130/2017 ICC ESR1398.(2012 IBC) 9/29/2013 Page 1 of 66 '/�,, AQ�PyV;;•`` •^fSYt�rtl �5�._�rEoi: Clvit. IUN 02 2015 li���i GENERAL NOTES: 1. DESIGNED 1N ACCORDANCE WITH THE 2012 INTERNATIONAL BUILDING CODE. 4. THIS ENTIRE ENGINEERING PACKAGE IS NOT REQUIRED FOR MOST BUILDING PERMITS. SUBMISSION FOR T+• A BUILDING PERMIT MUST INCLUDE: 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2010 EDITION OF ALUMINUM ASSOCIATION'S -'j; a. GENERAL NOTES (2 PAGES) SPECIFICATIONS AND CHAPTER 20 OF THE INTERNATIONAL BUILDING CODE. t! b. STRUCTURAL CONFIGURATIONS (1 OR 2 PAGES) 9' c. RAFTER SPAN TABLES (FOR.LATTICE STRUCTURES), PANEL SPAN TABLES FOR SOLID COVER 3. DESIGN LOADINGS: Ct =1.2,1=1.0, Ce =1.0 (ALL EXPOSURES EXCEPT B AND C WHEN LOCATED TIGHT STRUCTURES) OR BOTH (FOR COMBINATION STRUCTURES) AMONG CONIFERS) d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOAD GROUND SNOW LOAD DESIGN LOAD =' e. ALL APPROPRIATE DETAILS 10 PSF 10 PSF LIVE LOAD ONLY f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. 20 PSF 20 PSF LIVE LOAD ONLY 25 PSF 21 PSF DESIGN ROOF SNOW LOAD 5. CONCRETE MIX: Fc --2500,30D0 OR 3500 PSI FOR 28 DAYS IN NEGLIGIBLE, MODERATE, AND SEVERE 30 PSF 25.2 PSF DESIGN ROOF SNOW LOAD CONDITIONS AS SHOWN IN FIGURE 1904.2 OF THE 2012 IBC. PATIO STRUCTURES MAY BE ATTACHED TO 40 PSF 33.6 PSF DESIGN ROOF SNOW LOAD '"' CONCRETE SLAB WITHOUT FOOTINGS WHEN THE POST LOAD IS 750# OR LESS AND THE FROST DEPTH IS 60 PSF 50.4 PSF DESIGN ROOF SNOW LOAD '0' ZERO. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND NO CRACKS WITHIN 2'-6" OF POSTS. POSTS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OR EXPANSION JOINT OF A SLAB. FOR 0.25112 < SLOPE < 1/12 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL AS PER TABLE 1806.2. ALLOWABLE FOUNDATION WIND SPEEDS IN THE 2012 IBC ARE "ULTIMATE DESIGN WIND SPEED". ALL STRUCTURES DESCRIBED IN THIS PRESSURE IS 1500 POUNDS PER SQUARE FOOT. LATERAL BEARING PRESSURE IS 100 PSF/FT AND IS REPORT ARE DESIGNED USING PRESSURES CALCULATED FROM "ULTIMATE DESIGN WIND SPEEDS" FOR DOUBLED PER IBC SECTION 1806.3.4. THESE DESIGN VALUES DO NOT APPLY TO MUD, ORGANIC SILTS, RISK CATEGORY 11. FOR ATTACHED STRUCTURES THE MAXIMUM MEAN ROOF HEIGHT OF THE EXISTING ►s ORGANIC CLAYS, PEAT OR UNPREPARED FILLS AND MAY REQUIRE FURTHER SOIL INVESTIGATION. THE STRUCTURE IS 30'. Kzt WAS ASSUMED AS 1.0 FOR ALL WIND LOADS. SITE LOCATIONS REQUIRING HIGHER A ;: BUILDING OFFICIAL MAY ASSIGN A LOAD BEARING CAPACITY. UNITS IN SNOW/LIVE LOAD AREA OF 25 PSF HIGHER Kzt VALUE (ISOLATED HILLS, RIDGES, ESCARPMENTS) WILL REQUIRE HIGHER WIND LOADS AS PER OR LESS MAY BE BUILT ON 1000 PSF BEARING SOIL W/O ADDITIONAL ENGINEERING. MINIMUM FOOTING ASCE7-10 SECTION 26.8 AND ARE OUTSIDE THE SCOPE OF THIS REPORT. a. DEPTH IS THE LOCAL FROST DEPTH. NOTE: EXPOSURE B: SHALL APPLY WHEN THE GROUND SURFACE ROUGHNESS CATEGORY B (URBAN AND 7. 20 PSF AND HIGHER LIVE LOAD STRUCTURES MAY BE USED AS COVERS FOR ING OF MOTOR OF SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN W/ NUMEROUS CLOSELY SPACED OBSTRUCTIONS VEHICLES. CARPORTS MUST HAVE AT LEAST TWO OPEN SIDES AND HAVE F OR SU MADE OF HAVING THE SIZE OF A SINGLE FAMILY DWELLING OR LARGER) PREVAILS IN THE UPWIND DIRECTION FOR A APPROVED NONCOMBUSTIBLE MATERIAL OR ASPHALT. DISTANCE OF AT LEAST 1500 FT. - - 8: AT LEAST ONE HORIZONTAL DIMENSION (PROJECTION OR WIDTH) COVER SH L BE LESS THAN 30'. EXPOSURE C: SHALL APPLY WHEN EXPOSURE B AND D (SMOOTH MUD FLATS, SALT FLATS, UNBROKEN ICE AND OTHER) DO NOT. 9. ALL STEEL SHALL BE GALVANIZED ASTM A-653 G90, A123 G4 O A153 B-3, PAIN ASTM A755 OR USE AN APPROVED COATING COMPLYING WITH IBC SECTION 2203.2. SEISMIC LOADING MAXIMUM Ss =150% SHOWN IN 2012 IBC FIGURE 1613.3.1 (1) � 10. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRE THS MAY BE U D. 3004H2x ALUMINUM Ss > 150% ARE NOT REQUIRED AS PER ASCE7-1012.8.1.3 MAY BE SUBSTITUTED FOR 3004H3x. S1 NOT APPLICABLE TO THESE STRUCTURES NAL SITE CLASS = D Pu BASIC SEISMIC FORCE RESISTING SYSTEM POSTS EMBEDDED INTO FOOTINGS =ORDINARY STEEL MOMENT FRAME >> R = 1.25 1 68139 POSTS SURFACE MOUNTED = GENERIC SYSTEM » R=1.25 ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE P. 613012017 THESE ROOFS ARE NOT SUBJECT TO MAINTENANCE WORKERS AND HAVE NOT BEEN EVALUATED FORA CONCENTRATED 300 LBF LOAD._^ _„FE�gg— l� S'T�, CIVIL THE BASIS OF THE DESIGN FORCES ARE IN ACCORDANCE WITH THE BASIC LOAD COMBINATIONS DESCRIBED IN IBC SECTION 1605.3.1.1 AND NO FURTHER INCREASES ARE PERMITTED FOR PATIO COVERS RESISTING si . WIND OR SEISMIC FORCES. ICC ESR1398 (2012 IBC) 9/29/2013 0. 1 r' Page 2 of 66 OCT 02 2013 ENGINEERS STAMP 022016 Amerimax202, US Hwy 74 EXTERIOR HOME PRODUCTS Romoland,CA92585 CMP NONE JWAUV UK PAWGENERAL NOTES GN01-2012 1 1 OF 2 GENERAL NOTES: (CONTINUED FROM SHEET NO. 1) 11. STEEL FASTENERS SHALL BE EITHER STAINLESS (3000 SERIES), GALVANIZED OR DOUBLE CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED GLAVANIZED, MECHANICALLY GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 300 SERIES STAINLESS STEEL. CONCRETE ANCHOR BOLTS ARE SPECIFIED IN THE DETAILS. ALL WOOD SCREWS MUST COMPLY WITH ANSI/ASME STANDARD 818.6.1 AHD AND AF&PA NDS -0511.1.4. ALL LAG SCREWS MUST COMPLY WITH ANSI/ASME B18.2.1 AND AF&PA NDS -0511.1.3. ALL STEEL WASHERS TO BE ASTM F844 W/ DIMENSIONS IN ACCORDANCE WITH ASME B18.22.1, TYPE A. ALL STEEL NUTS TO BE ASTM A563. THE MINIMUM WASHER DIAMETER SHALL BE 1" FOR BOLTED CONNECTIONS. SCREWS AND BOLTS WILL HAVE A MINIMUM EDGE DISTANCE OF 2X FASTENER DIAMETER. 12. EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 13. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR POST. (EXCEPT FOR FULL STRENGTH SPLICES) FULL STRENGTH SPLICES (DETAILS U, AND X) MAY BE LOCATED ANYWHERE. 14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC- ESR 1730, 2196 OR EQUIVALENT AND USE HEADS W/ DIAMETERS EQUAL TO #8 =:�6", #10 = k, #12 = " AND #14 = j' OR STEEL WASHERS OF SIMILAR DIAMETER AND AS PER GENERAL NOTE #11 15. STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONAL ENGINEERING ANALYSIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY. 16. ALUMINUM SOLID ROOF PANELS ARE CLASS A FIRE RATED AS INDICATED BY THE EXCEPTION #2 IN IBC SECTION 1505.2. 17. STRUCTURES MAY BE ATTACHED TO SAVE OVERHANGS PER SCHEDULE. 18. WHERE ALUMINUM ALLOY PARTS ARE 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 SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I -A SECTION 6.7. 19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK, THE MAXIMUM DEAD LOAD + LIVE LOAD FROM THE PATIO COVER IS 750 LBS AND THE POST SPACING SHALL NOT EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THE MAXIMUM CONNECTION UPLIFT LOAD IS 1162 LBS FOR 115 MPH EXP C WIND SPEED. CONNECTIONS ARE FOR MAXIMUM PATIO ROOF HEIGHTS OF 12 FT FROM GRADE. THE EXISTING DECK STRUCTURE MUST BE ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS. THE STRUCTURAL ADEQUACY OF THE DECK TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL L13, N12 ORAL: CONSTRUCTION OUTSIDE OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. ICC ESR1398 (2012 IBC) 9/29/2013 20. All structurgs must,compiy 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 #3. b. Structures with fiat roof design snow loads over 30 psf complying with IBC Section 1613.1 `r Exception #1 do not require additional seismic analysis. c. Structures not complying with (a) or (b) require additional engineering seismic analysis. 21. DRIFTING SNOW IS ADDRESSED IN DETAIL M4. SLIDING SNOW IS BEYOND THE SCOPE OF THIS REPORT. 22. ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 20010. ALL SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. 23. WOOD USED IN CONNECTIONS SHALL BE PROTECTED FROM WEATHER AS PER IBC SECTION 1403.2 (WALLS) AND/OR 1503 (ROOFS), WHICHEVER IS MORE APPROPRIATE. 24. AT LEAST ONE HORIZONTAL DIMENSION OF THE COVER (PROJECTION OR WIDTH) SHALL BE LESS THAN 30' GENERAL NOTES FOR LATTICE STRUCTURES: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2-2012 AND LT01-2012 THRU LT03-2012.) 1. SEE GENERAL NOTE #3 FOR LIVE AND SNOW LOADS. 2. NOTE INTENTIONALLY LEFT BLANK. 3. SINGLE SPAN ATTACHED LATTICE STRUCTURES THAT DO NOT USE DETAIL L29 MUST COMPLY WITH TABLE L1 AND L2 ON SHEET M5. F.a Page 3 of 66 OCT 02 2013 ENGINEERS STAMP *k Y EXP. 6/3011 %* 022015 JLA me n m ax 2892, US Hwy 74 EXTERIOR HOME PRODUCTS Romoland, CA 92585 .CMP NONEIwiM'E GENERAL NOTES GN02-2012 ^E1 n 3'X8' ALUM HEADERMAX RAFTER SPAN ,a,I 3'X8' STEEL C MULTISPAN FREESTANDING (CLEAR SPAN) DOUBLE ALUM HEADER DOUBLE STEEL C BEAM lAT17CE STRUCTURE TWO OR MORE SPANS x8.825', 3 -XS- OR 3'x3' ALUM. RAFTERS LATTICE OVERHANG 36' MAX MAXIMUM •� p��� 24' MAX FOR 30 PSF SNOW RAFTER LOAD OR HIGHER OVERHANG 1� �����mi MIN 3.5' CONCRETE SLAB REWD W/ CONSTRAINED FOOTINGS ,gJdGLE SPAN ATTACHEDI LATTICE STRUCTURE[ — O'HANG— PROVIDE 1 1 MULTISPAN UNITS REFER TO GENERAL NOTE 22. r L IS 25X OF CLEARSPAN LATTICE OVERHANG 36' MAX 24' MAX FOR 30 PSF SNOW LOAD OR POST HT. HIGHER 3x 8X 12 or i 6 GA STEEL 'C' BEAM FOR BEAM WRAP DETAIL. DEVIL 'L18'. ATTACHMENT TO MIN 4' MIN 3S'SN�7B DQ.I CONCRETE SLAB W/O FOOTINGS CONSTRAINED FOOTINGS MAY BE USED WHERE PERMITTED SEE SCHEDULE FOR SIZE SEE SCHEDULE DETAIL L29 ONLY L -COVER PANE H �VVE�RO OVERHANG SPACING O MIN 3.5' CONCRETE SLAB •d REQ'D W/ CONSTRAINED qFOOTING E FOR FOOTINGS ' • 'd• 9NGLE SPM xMOM CWMEmm sn&cnm VERHANG TW 2'x6,6251, 3'x8. OR 3'x3' ALUM RAFTERS IArrinc. SE MIN 3.5' CO REVD W/ C FOOTINGS �lAID�! FREESTANDING STRUCTURE ATTACHED STRUCTURE ICC ESR1398 (2012 IBC) 9/29/2013Page 5 of 66 TRIBUTARY WIDTH CTW) DIAGRAM OF CLEAR SPAN c�sNp z do SNoLLvunolJN00 iwnlonmis 13NVd 01105 ;SSZ6 y0'PUBIOWO'd S10na0Md 3WOH HOIa31X3 bL"HSn mom VR.WIjaMW AINO 62N 210 Dry 1IV13a RIS NOJ 3Ina3H3S 33S SOMIDDj Q3NIVNISNOO /A Q,038 HVIS 313d3NO3 .S'C NIH WOWS JSOd MA MMHOS 9NUOVdS JSOd d0 XSZ ow,O -M VM 3IVIa3M83IN1 Had) S190d Z Nft 380M MYH AM ATAIJIIM a3MI Nl 38 Ol sm TIV 'SISOd aw 31na3HOS 33S WK 99;0 q abed AINO 62N NO OV IIV13Q 3ZIS 2103 3lna3HOSS 33S UM 'Ma 0 9!£— (MVH -3M) -US 0.9/£ 33Vld S'E)NIIOOj a3NIVHISN03 /A a,03H HVIS 313MONDO .S'C NIH AINO 62N NO OV IIV13a 3ZIS MOA 31na3HOS 33S 8V83M .6 X 1.9/£ Y SONI100j (13NIVMISNOO /A a,038 HVIS 313M3NOO .SE NIH l3NVd £60Z/6Z16 (081 ZLOZ) 96CLUS3 001 WNI1003 a3NIVMISNOO /A M HVIS 313MONOD .S'6 NIH NNW 3aVIOad-� rATIVDUM3A NNMW M30 dHN�i •W rry arR—� 'JLHD13H ,ST 01: Q31IWIl 388 S3mn13n211S IVION3WW03 (INV SI80dHV3 '1H!DI3H ,ZT 01 1[31IWI"l 388 S83AOO DIldd MEMO SONIl00j a3NIVMISNO3 /A n n�IIr03M HVIS 3138ONDO .S'C NIw AINO 62N NO OV IIV13a NI G 3ZIS NO.1 311n HOS 33 — I O/ L l 301A02id _ ONDVdS '1 o wnwlxdw m MVB-3M) MVH NVdSNV3l3 j0 0 31 1331S O.Z/t V � y %SZ 9NVHM3A0 MA L'2Ann, � ;;; AVN '13NVd 3ZIS ONI100A JNV)t,LW . 3ZIS ONLLOW MOj 31n03HOS 33S Mod 3'Inaiws 33s SONUM-4 P. a3NIVMISNO3 /A a,03M 14WO HVIS 313HONM ,S'E NIH / l l 301AOMd �� 3i13HA Q3Sfl 3HM3 A I3�13a�DlVCt� f NDI Rl IN3 *M.UV I3NVd M3AOO ...nu?1 'li1W rfOSrj a 'I'i .SZ'0 3dOIS 'N1W •; IVOl1" NYIMOO M CIV3H d S2i3N31SV3 � ®}tO5 33S • �N3'I 'N1Y1 iiO3 � N1W ,— NOlL73road j0 �IIIVA }{yON3l LATTIe-= 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 9 n and"wv"„a a9R" Rafter /Rinnfa snanl n n39"r746 625" Rnfter lSinale Snan1 0.040"x72 (6.625" Rafter (Sinole Soan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 115 130 115 120 10 24" 8'-7" 8'-7" 8'-7" 8'-7" LIVE 20" 10'-4" 10'4" 10'4" 10'-0" 20 16" 12'_9" 12,_8" 12,_0" 11,-4" LIVE 12" 15'-0" 14'-9" 1IT-11" 13'-3" 20 24" 4'4" 4'-4" 4'-4" 4 -4 - LIVE 20" 5'-2" V-2" 5'-2" 5'-2" . 16" 6'-6" 6'-6" 6'-6" 6'-6" 12' 8'-7" 8'-7" 8'-7" 8'-7" 25 24" 4'-2" 4'-2" 4'-2" 4'-2" 20" 4'-11" 4'-11" 4'-11" 4'-11" 60 16" 6'-2" 6'-2" 6'-2" W-2- 12" 8'-3" 8'-3" 8'4" 8'-3" 30 24" V-5" T-5" T-5" 3'-5" 20" 4'-2" 4'-2" 4'-2" W-2- 16" V-2" 5-2" 5'-2" V-2- 12" 6'-10" 6'-10" 6'-10" V-10" 40 24" 2'-7" 2'-7" 27 2'.7- 20" 3=1" 3--1" T-1" T-1" 16" V-10" T-10" T-10" T-10" 12" 5'-2' 5'-2' 5'-2" 5'-2" 60 24" V-9" V-9" V-9" 1'4- 20" T -i" 2'-1" 2'_1" 2--1" 1 16" 2'-r' 2'-r' 7-7" 2'-7" 12" T-5" T-5" T-5" T-5" Mb Lt 1.1 n Md"r9"rf; A95" Rafter lMldffenanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C (pso Cin 115 130 115 ' 120 10 24" 6'-9" 6,-9" 6'-9" •6'-9" LIVE 20" 7'4" 7'-9" 7'-9" 7'-9" 20 16" 9'-1" 9'4" 9'-1" 9'-1" LIVE 12" 11,_1" 11'-1" 11'_1" 11'_1" 20 24" T-10" T-10" T-10" T-10" LIVE 20" 4'-6" 4'-6" 4'-6" 4'-6" . 18" 5'-5" 5'-5" 5'-5" 5'-5" 12" 6'-9" 6'-9" 6'-9" 6'-9" 25 24" T-8" T-8" T-8" T-8" 20" 4'-3" 4'-3" 4'-3" 4'-3" 60 16" 5'-2" 5'-2" 5'-2" V-2" 12" 6'-6" 6'-6" 6'4" 6'-6" 30 24" 3'-1" T-1" 3'-1" T-1" 20" 3'-8" T-8" 3'4" 3'-8" 16" 4'-5" 4'-5" 4'-5" 4'-5" 12" T-8" 5'-8" 5'-8" 5'-8" 40 24" T-5" 2'-5" 7-5" 2'-5" 20" 2'40" T-10" 7-10" 2'-10" 16" T-6" 3'-8" T-8" T-6" 12" 4--n- 41_5. 41.511 4._5.- 60 24" 1.-711 11_7" V-711 1._7" 20" V-11" V-11" 1'-11" V-11" 1 16" 2'-5" 24" 2-511 2'-5" 12' T-1" T-1" 3-_1.1 T -I" Ground Rafter Wind Speed and Exposure Snow Load Spacing Ekp B Exp C WtI 1n 115 130 115 120 10 �24"- All 8" f14'_8" 14'-2" 13.6" LIVE 20"~ 16'-1" 16'-1" 15'-6" 14'-10" 20 16" 17'-11" 17'-11" 17'-4" 16'-6" LIVE 12" 20•_6" 20'-6" 19'41" 19'_0" 20 24" T-5" 7'7 T-5" 7.6 - LIVE 20" 8,-11" 8'-11" 8'-11" 8'-11" . 46" 11'_1" 11'_1" 11'_1" 11'_1'• 12' 14'-8" 1 14'-8" 14'-8" 14'-8" 25 24" T-1" T-1" T-1" T-1" 20" 8'-6" 8'-6" 8'-6" 8'-6" 60 16" 10'-7" 10'-7" 10'-T' 10'-7" 12" 14'-0" 14'-0" 14'-0" 14'-0" 30 24" 5'-1 i" V-11" 5'-11" V-11" 20" 7'-1" 7'-1" T-1" 7'-1" 16" 8'-10" 8'-10" 8'-10" 8140" 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'-4" 5'-4" 16" V-8" 6'-8" 8'-8" 6'-8" 12" 8'-10" 8'-10" 8'-10" 8'-10" 60 24" T-0" V-0" 3'-0" 3'-0" 20" V-7" V-7" 3'-7" T' 7" 1 18" 4'-5" 4'-5" 4'-5" 4.. 12" 5'-11" 5'-11" 5'-11" 5'-11" I ACLt 1.Z A AQ7"v7'va a7S" Rafter /A& dfienanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s 1n 115 130 115 120 10 24" 10'_3" 10'_3" 10,-3" 10'_3" LIVE 20" 11'-7" 11'_7' 11'_7, 11'_7' 20 16" 13'-5" 13'-5" 13'-5" 13'-5" LIVE 12" 16'-0" 16'_0" '164" 16•_0" 20 24" 6'-1" V-1" 6'-1" 8'-1" LIVE 20" r-0" 7'-0" 7'-0" 7'-0" 30 16" 8'-4" 8'-41" W-4"' 8'-4" 12" 10'_3" 10,_3" 10'_3" 10•_3" 25 24" 5'-10" V-10" V-10" V-10" 20" 6'-9" 6'-9" 6'-9" W-9- '-9"16" 60 161, 15'-6" 15'-6" 16-6" 15'-6" 12" 9'-11" V-11" 9'-11" V-11" 30 24" 5'-0" 5'-0" 5'-0" V-0- 20" 5'-10" &40" 5'-10" 5'-10" 16" r-0" T-0" 7-0" 7--0- 12" 8'-8" 8'-B" 8'-8" 8'-8" 40 24" 3'-11" 3'-11" 3'-11" 3'-11" 20" 4'-7" 4'-7" 4'-7" 4'-7" 16" 5'-7" 5'-7" 1 5'-7" 5'-7" 12" T-0" 7'_011 T-0" 7_011 60 24" 2'-9"2'-9" 4'-6" 21_9" 2-41 20" T-3" T-3" 3'-3" T-3" 1 16" 3'-11" T-11" T-11" T-11" 12" V-0" 6-0" 5'4" 5'-0" IMCLC 1.0 ICC ESR1398 (20121BC) 9/29/2013 INCL= "1./ Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B 41 Exp C s in 115 130•.1 115 120 C10 r24' d 8'-2 p18'-2" 18'_2" IT -7" LIVE 20" 19'-10" 19'-101' 19'-7" 19'-0" 20 16" 22'-1" 21'-8" 21'-0" 20'-5" LIVE 12" 25'_3" 23'-87, 22'_11" 22,_3" 20 24" 11'-3" 11'-3" 11'4' 11'-3" LIVE 20" 13'-5" 13'-5,i 13'-5" 13'-5" 30 16" 15'-10" 15'-10? 15'-10" 15'-10" 12" 18'-2" 18'-2"' 18'-2" 18'-2" 25 24" 10'_8" 10'_8"- 10,_8" 10'_8" 20" 12'-9" 12'-911 12'-9" 12'-9- 60 16" 15'-6" 15'-6" 16-6" 15'-6" 12" 17'_9" 17'-9" 17'.9" 17•_9" 30 '24" 8'-11" 8'-11" 8'-11" 8'-11" 20" 10'-8" 10'-8" 10'-8" 10'-8" 18" 13'-4" 13•-4" 13'4" 13'-4" 12" 16'_3" 16,_3" 161_3" 16'_3" 40 24" 6'-9" 6'4" 6'-9" 6'-9" 20" 8'-1" 8'-1" 8'-1" 8'-1" 16" 10'-0" 10'-01,, 10'-0" 10'-0" 12" 13'-4" IYA" 13'-4" 13'-4" 60 24" 4'-6" 4'-6" 4' 6" 4'-6" 20" 5'-5" 5* -5" 5- 3'-8" 1 16" 6'-9" 6'-9" 6'- 4'-11" 12". 8'-11" 8'-1111 8'-1 7'-4" n ndn",n"vA A95" Rafter ItAil ienan► 0.042"x3'7c8" Rafter (Sinale Snan1 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 115 130 115 120 10 36" 16'-1" 16'_1" 16'_1" 15,_11" LIVE 32' 18•_1" 18'_1" 17'_9" 16'_11" 20 24" 21'_0" 21'-0" 20'_5" 19'-6" LIVE 1S" 25'-4" 25'-4" 24'-9" 23'-8" 20 36" V-2" V-2" 8'-2" B'_2" LIVE 32" 9'-2" 9'-2" 9-2" 9'-2" 30 24" 12'_2" 12'_2,• 12'_2" 12'_2" 16" 18,_1" 181_1" 181_1" 13'_1" 25 36" T-10" 7--1 o" 7'-10" 7'-10" 32" 8'-9" 8'-9" 8'-9" 8'-9" 60 24" 11'-T' 11'-r' 11'-7" 11'-T'. 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" r-4" 24.. 9-_91. 9._91- 9-_91- 9-_9" 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" r-4" T-4" X7'-4" 7'-4" 16" 10'-11" 10'-111, 10'-11" 10'-11" 60 36" T-3" T-3" 3'-3" 3'-3" 37' 3'-8" 3'-B" 3'-8" 3'-8" 24" 4'-11" 4'-11" 4'-11" 4'-11" 16" 7'-4" r -a" 7'-4" 7'-4" 3"r'.d" Raftar /a,A" n/r. lMulficnan nr Rinnlel Ground Rafter Wind Speed and Exposure Snow Load Gauge Exp B Exp C s in 115 130 115 120 10 0.024" 12•_5" 12'•5" 12'_5" 12,_5" LIVE 0.040" 20'-2" 18'-5" 1T-10" 17'-3" 20 0.024" V-5" 8'-5" 8'-5" 8'-5" LIVE 0.040" 14'-10" 14'-10" 14'-10" 14'-10" 25 0.024" 8'-2" 8'-2" B'-2" 8'-2" 0.042"x3'x8" Rafter (Muttispan) 0.040" 14'-8" 14'-6" 14'-6" 14'-6" 30 0.024" 7'-4" 7'-4" 7'-4" TA" 0.040" 13'_1" 13'_1" 13'_1" 13'_1" 40 0.024" 6'-1" 8'-1" 6'-1" 6'-1" 0.040" 11'_2" 11'-2" 11'_2" 11'_2" 60 0.024" 4'-8" 4'-8" 4'-8" 4'-8" 0.040" 8'-10" 8'-10" 8'-10" 8'-10" IABLt 1.5 5" 5'•5" Wind Speed and Exposure Snow Load Spacing Exp B Exp C On) Amerimax Exterior Home Products 9" 6'-9" 13'_9" 13'_9" 13'_9" 13'_9" LIVE 20" 28921 US Hwy 74 1" 8'-11" 15'-5" 16" 17'_9" 120'-11" 17,_9" 1T-9" Romoland, CA 92585 TABLE 1.3 19'-8" 20'-11'120'-11"120'-11" 19'-8" TABLE 1.4 24" NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN Carl Putnam, P. E. 8'-6" 0.042"x3'x8" Rafter (Muttispan) 29' 9._9" 3441 Ivylink Place Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C On) 115 .130 115 120 10 24" • 13'_9" 13'_9" 13'_9" 13'_9" LIVE 20" 15'-5" 15'-5" 15'-5" 15'-5" 16" 17'_9" 120'-11" 17,_9" 1T-9" 17,_9" 12" 19'-8" 20'-11'120'-11"120'-11" 19'-8" 19'-8" 20 24" 8'-6" 8'-6" 8'-6" 8'-6" LIVE 29' 9._9" 9'-9-1 9-_9" 9-_91- 16" 11'-4" 11'-4" 114' 11'-4" 12" 13'_9" 13•_9„ 13•_9" 13,_9" 25 24" 8'-2" 8'-2" 8'-2" 8'-2" 20" 91�" 9-4-1 g.-4" 9-_4-- 16" 11'-0" 11'-0': 11'-0" 11'-0" 12' 13'-4" 13'-4" 13'-4" 13'-4" 30 24" 7'_1" 7'-1" 7'-1" T-111 20" 8'-2" 8'-2" 8'-2" 8'-2" 16" 8'-8" 9'-8" 9'-8" 9'-8" 16" 101_91, 101_9" 101_9" 101_9" 40 24" 5'-8" 5'-8" 5'-8" 5'-8" 20" 6'-7" 6'-7" 6'-7" 6'-7" 16" 7'-10" r-10" 7'-10" 7'-10" 12. 91$11 9'-8" W-81. 9._81, 60 24" 4'-0" 4'-0" 4 4'-0" 4'-0" 20" 4'-8" 4'-8:! 4'-8" 4'-8" 16" 5.-0" 51.8". 5--s1 518., 12" 7.1-- 7._1" 6'-3" 7._1" TABLE 1.8 Page 6 of 66 GroundRafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C in 115 130 115 120 10 36" 11'-8" 11'-8" 11'-8" 11'-8" LIVE 32' 12'-8" 12'-8" 12'4" 12-8" 24" 15'-4" 15-4" 164" 15'-4" 16" 19'-8" 19'-8" 19'-8" 19'-8" 20 36" 6'-10" 8'40" 6'_10" V-10" LIVE $2" 7-6" 7'-6" 71-6" .7'-6" 24" W-5" 9'-5" 9'-5" W-5- 16" 12'-8" 12'4" 12'4" 12'-8" 25 36" 6'-7" 6'-7" 6'-7" 6'-7" 32" r-3" 7'-3" r-3" 7'-3" 24" 9'-1" 9'-1" 9'4" 9'-1" 16" 12'_2, 12'_2' 12'_2" 12'_2" 30 36" 5'-8" V-8" 51-8" V-8" 32" 6'-3" 6'-3" 6'-3" W-3- 24" T-11" 7'-11" 7'-11" 7'-11" 16" 101_91, 101_9" 101_9" 101_9" 40 36" 4'-5" 4'-5" 4'-5" 4'-5" 32" 4'-10" 4'-10" 4'-10" 4'-10" 24" 6'-3" 6'-3" 6'-3" 6'-3" 16" 8'-8" e'-8" 8'-8" 8'.8- 60 36" V-0" 3'-0" 3'-0" V-0" 32' V-5" 3'-5" 1 T-5" V-5- 24- 4'-5" 4'-5" 4'-5" 4--5- is" 6'-3" 6'4" 6'-3" 6'-3" TABLE 1.9 Lynchburg, VA 24503 carlputnam0comcastnet OCT 02 2013 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 0 024x2"x6.625" Rafter fSinale Soan1 0.032"x2"x6.625" Rafter (Sinnie SAanl 0.040'yTW-625" Raiser fSinale Snnn1 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s On) 130 140 150 170 10 24" V-1" 7'-3" V -T' S'-5" LIVE 20" V-0" V-2" 7'-5" 6'-2" 8'-5" 16" 10,_3" 9'-4" 8'-6" 7'-2" 14'-10" 14'-9" 12" 12•_0„ 11,_0" v-8" T -T, 20 24" 4'4" 4'-4" 4'-4" 4'4" LIVE 20" 5'4" V-2' S'-2" 6'-2' 0.040" 16" 6'-6-' V-6" 6'-6" V -V- 6'-1" 12" 8'-T' V-7" V-7" T-7" 25 24" 4'-7' 4'-2" 4'-2" 4'-2" 4'- 20" 4'-11" 4'-11" 4'-11" 4'-11" 16" V-7' V-2' V-2" W-2- 12" V-3" 8'-3" V-3" T-7" 30 24" 3'-5" 3'-5" T-5" T-5- 20" 4'-2" 4•-7, 4,_2, 4,-2" 16" V-2" 5'-2' 5'-2" V-2- 12" V-10" V-10" 6'-10" 6'-10" 40 24" 2--7" 2'-7" 2'-7" 2'.7- 20" 3•-1" 3•-1- 3•_1" 3,_1,• 16" 3'-10" T-10" T-10" T-10" 12" V-2" V-2" V-2" V-2" 60 24" V-9" V-9" 1'-9" V-9- 20" T-1" 2--1" 2'-1" 2'-1" 16" 2'-7" 2'-7" 2'-r' 2'-7" 12" 1 Y-5" 1 T-5' 3'-5" 3'-5" 1AbLt 1.10 A n9d"r9"vR R95" Rafter rMulfienanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s In 130 140 • 150 170 10 24" V-9" 6'-9" V-7" V -5 - LIVE 20" 7'-9" T-9" r-5" V-2- 8'-5" 16" 9'-1" W-1" 8,-6" 7--2- 14'-10" 14'-9" 12" 11,-1" 11'-0" 9•-S" 7--7- 20 24" T-10" T-10" V-10" T-10" LIVE 20" 4'-6" 4'-0" 4'-6" 4'-6" 0.040" IS" V-5" 5--5" 5'-5" 5--5" 6'-1" 12" 6'-9" 6'-9" 6'-9" 6'-9" 25 24" V-8" T-8" T-8" 3'-S" 4'- 20" 4'-3" 4'-3" 4'-3" 4'-3" 16" V-2" 5'-2' V-2" 5'-2" 12, V-8" V-6" 6'-6" V -6- 3D 24" T-1" 3'-1" T-1" T-1" 20" T-8" 3'-8" 3'-8" T-8" 16" 4'-5" 4'-5" 4'-5-' 4'-5" 12, 5'-8" 51-8" 5'-8" 5-S„ 40 24" 2'-5" 2'-5" 2'-5" 2'-5" 20" 2'-10" 2'-10" 2'-10" 2'-10" 16" T-6" 3'-6" T-6" 3'-6" 12' 4'-5" 4'-5" 4'-5" 4'-5" 60 24" V-7" 1' " V-7" V-7" 20" V-11" 1'-11" V-11" 1'-11" 16" IT 2'-5" 2-5" 2-5" 2--5-- --5"116" 2, 12" V-1" T-1" T-1" 3--1" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 130 140 150 170 t0 24" 12'-4" 11'-4" 10'-5" 91-0" LIVE 20" 13'-6" 11'-r' 11'-0" 9'-11" 8'-5" 16" 15'-2" 13--11" 12'-11" 11'-2" 14'-10" 14'-9" 12" 17'-5" 16•_0" 14'-10" 12-11" 20 24" T-5" 7'-5" T -V- 7'.5" LIVE 20" 8'-11" V-1 t" 8'-S 1" V-11" 0.040" 16" 11'-11' 111_1" 11 _1" 111_1" 6'-1" 12" 14,-8" 14--S" 14,_8" 12,_11" 25 24" 7--1" 7--1" T-1" T-1- 4'- 20" 8'-6" 8•-6„ 8•_6" 8•-6" 16" 10'-7" 10'-7" 10'-7" 10'-7" 12" 14'-0" 14'-0" 14'-0" 12-11" 30 24" 5'-11" 5'-11" 5'-11" V-11" 20" 7'-1" 7* -1" T-1" 7--1„ 16" 8'-10" 8'-10" 8'-10" 8'-10" 12" 11'_9„ 11,_9" 11'_9„ 11•_9" 40 24" 4'-5" 4'-5" 4'-5" 4--5" 20" S'-4" 5'-4" 5'-4" 5'-4" 16" 6'-8" 6'-8" 61-8" 6'-8" 12" 8'-10" V-10" 8'-10" 8'-10" 60 24" T-0" T-0" 3'-0" 3'-0" 20" T-7" T -T' 3'-7" 3'-T' 16" IT 4'-5" 4'-5" 4'-5" 1 4'-5" 12" -11" 5'-11" V-11" V-11" IA13LE 1.11 n n79'49"rR A9Fi" Rafter (M,dfienanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s In 130 140 150 170 10 24" 10'-3" 10'-3" 10'-3" 9'-0" LIVE 20" 11'-7" 11'-r' 11'-0" 9'-11" 8'-5" 16" 13'-5" 1T-5" 12'-11" 11'-2' 14'-10" 14'-9" 12" 16'-0" 16'-0" 14'-10" 12'-11" 20 24" V-1" 6'-1" 6'-1" V-1" LIVE 20" T-0" T-0" 7'-0" T-0-- -0"16" 0.040" 16" V-4" S'-4„ 8'-4" 8'-4" 6'-1" 12" 10'-3" 10'-3" 10'-3" 10'-3" 25 24" 5'-10" 5'-10" V-10" V-10" 4'- 20" 6--9" V-9" 6'-9" V-9" 16" 8'-0" 61_0" 8'-0" 6,-91 17' 9'-11" 9-11" 9'-11" 9'-11" 30 24" 5'-0" S-0" 5'-0" 5'-0" 20" 5'-10" V-10" V-10" 5'-10" 16" 7'-0" T-0" T-0" 7'-0- 17, 81-8" V-8" 8'-8" 8'-8" 40 24" T-11" T-11" 3'-11" 3'-11" 20" 4'-7" 4'-7" 4'-7" 4--7- 16" V-7" V-7" V-7" V-7- 12" 7'-0" r-0" 7'-0" 7'-0" 60 24" 9" 2'-9" 2'-9" 2--V- 2 0. 3::-3" T-3" T-3" T-3" 16" 3'-11" 3'-11" 3'-11" T-11" 12' -0 5'-0"V-0" 8'-11" 5'-0" V-0" IAt3LE 1.15 ICC ESR1398 (2012 IBC) 9/29/2013 IAULt 1.16 Ground 'Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s n 130 140 `150 170 10 24" 16'-1" 14'-11" 1.3'-10" 12'-1" LIVE 20" 17'-8" 16'-3" 15•_1" 13'-2" 8'-5" 16" 19'-3" 18'-2" 18'-10" 14'-9" 14'-10" 14'-9" 12" 21'-0" 20'_0" 19•_1" 16'-10" 20 24" 11'-3" 11'-3" 11'-3" 11'-3" LIVE 20" 13,-5" 13'_5" 13_5" 13-4- 3--2"16" 0.040" 1 V WAD" 15'-10" 15'-10" 14'-9" 6'-1" 12" 18,_2" 18'-2" 18,-2" 16'_10" 25 24" 10'-8" 10'-8" 10'-8" 10'-8" 4'- 20" 12W 12'_9,• 12•_9" 12'-g" 16" 15'-6" 15'-6" 15'-6" 14'-9" 12" 17'-9" 17'-9" 1T-9" 16'-10" 30 24" V-1 i" 8'-11" 8'-11" 8'-11" 20" 10'-8" 10'-8" 10'-8" 10--8- 16" 13'-4" 13'-4" 13'-4" 13'-4" 12" 16'-3" 16'-3" 16'-3" 16'-3" 40 24" V-9" 6'-9" V-9" V-9" 20" V-1" V-1" 8'-1" 8'-1" 16" 10'-0" 10'-0" 10-4" 10'-0" 12" 13'4" 13'4, 13'4" 13,_4„ 60 24"4'-6" T-3" 4'-6" 4--6" 4'-6" 20" 5'-5" V-5" 5'-5" 5' 5" 16" 6--9" V-9" 6 4'-11" 12" V-11" 8'-11" V- 7'-4" A AAW" 'J""A A9R" P.R., 1U..1fl—nl n nd9"rA"vA" Raftar (Cinnia Cnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s In 130 140 150 170 10 38" 14'-T, 13'-5" 12'-4" 10'-8" LIVE 37' 15'-0" 14'-3" 13'-2" 11'-5" 8'-5" 24" 17'-10" 16'-5" 15'-3" 13'-3" 14'-10" 14'-9" 16" 21'-8" 20'-0" 18'-6" 16'-1" 20 36" V-2" V-2" 8--2" V -2 -- -2" LIVE LIVE 32" 9'-2" 9'-2" y-2„ 9,_2" 0.040" 24" 12'-2" 12'-2" 12'-2' 12'-2" 6'-1" 16" 18'_1" 18,_1,• 18'-1" 16,_1„ 25 36" 7--10" 7,_10" 7'_10" r_10" 4'- 32" V-9" V-9" 8'-9" 81-9" 24" 11'-7" 11'-7" 11'-7" 11'-7" 16" 17'-3" 17,_3" 1T-3" 16'-1" 30 36" V-6" 6'-6" V-6" 6'-6" 32, 7'-4" 7'-4" 7'-4" 7.4- 24" 9'-9" 9'-9" 9'-9" 9'-9" 16" 14'-5" 14'-5" 14'-5" 14'-5" 40 36" 4'-11" 4'-11" 4'-11" 4'-11" 32" 5'-8" V-6" V-6" 51-6" 24" 7'-4" 7'-4" r-4" 7'4„ 16" 10'-11" 10'-11" 10'-11" 10'-11" 60 36" T-3" T-3" T-3" 3'-3" 32" 3'-8" 3'•8" 3'-8" 3'-e" 24" 4'-11" 4'-11" 4'-1 t" 4'-11" 16" 7'-4" 7'-4" r-4" 7'-4" 9"v:{" Raftor rMA" n1, IMuUi"nan nr CinMnl Ground Rafter Wind Speed and Exposure Snow Load Gauge Exposure C s In 130 140 150 170 10 0.024" 12'-5" 12'-5" 11'-8" 10'-3" LIVE 0.040" 16'-4" 15'-6" 14'-9" 13'-6" 20 0.024" 8'-5" V-5" 8'-5" V-5" LIVE 0.040" 14'-10" 14'-10" 14'-9" 13'-6" 25 0.024" V-2" V-2" V-2" V-2" 24" 0.040" 14'-6" 14'-6" 14'-6" 13'-6" 30 0.024" 7'-4" r-4" 7'-4" 7'-4" 9'-9" 0.040" 13_1" 13'-1" 13•_1„ 13•_1" 40 0.024" 6'-1" V-1" 6'-1" V-1" 13'-9" 0.040" t1'-2" 11'_2" 11'-2„ 11 _2" 60 0.024" 4'-8" 4'-6" 4'-8" 4'- 20" 20" 0.040" 8'-10" 8'-10" 8'-10" 8'- -9" Rafter Wind Speed and Exposure Snow Load Spacing Exposure C 5 in Amerimax Exterior Home 10 6'-9" 13'-9" 13'-9" 13'-9" 12'-1" LIVE 20" 28921 US Hwy 74 11" 8'-11" 13'-2" 16" 17'-9" 17'-9" 16'-10" Romoland, CA 92585 TABLE 1.12 20'-11" 20'-0" 19'-1" TABLE 1.13 24" NOTE: RAFTERS MAY OVERHANG 25"/" OF THEIR CLEARSPAN Carl Putnam, P. E. LIVE 0.042"xV)W Rafter (MUIIISDan) 9--9" 9'-9" 3441 Iwllnk Place Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C 5 in 130 140 150 170 10 24" 13'-9" 13'-9" 13'-9" 12'-1" LIVE 20" 15'-5" 15'-5" 15'-1" 13'-2" 16" 17'-9" 17'-9" 16'-10" 14'-9" 12" 20'-11" 20'-0" 19'-1" 16'-10" 20 24" 8'-6" V -V- V-6" V-8" LIVE 20" 9--9" 9'-9" 9'-9" 9'-9" 16" ll' -4" 11'x" 11'-4" 11'-4" 12" 13'-9" 13'-9" 13'-9" 13'-9" 25 24" V-2" V-2" 8'-2'- V-2-- -2" 20" 20" 9,-4" 9,_4„ 9.4„ 8,_4„ 16" 11'-0" 11'-0" 11'-0" 11'-0" 12' 13'-4" 13'-4" 13'-4" 13'-4- 30 24" 7'-1" 7'-1" 7,-1" 7,_1„ 20" V-2" W-2•- 8'_2- •_2„ W-2-- 16" 16" W-8" W-8•1 9•-V. 91-81• 12" 11'-10" 11'-10" 11'-10" 11'-10" 40 24" 5'-8" 5'-8'- 5'-8" 5'-V- 20" 6,-7" 6•_7" 6'-r' 6-7" 16" r-10" 7'-10" 7'-10" 7'-10" 16" 8--8" 8'-8" 8'-8" 8'-8" 60 24" 4'-0" 4'-0" 4'-0" 4'-0" 20" 4'-8" 4'-8" 4'-8" 4'-8" 16" 5'-8" S-8" V-8" 5'-8" 12" T-1" 7'-1" 7'-1" r-1" I AULt 1.11 Page 7 of 66 Ground MULE Rafter Wind Speed and Exposure Snow Load Spacing Exposure C in 130 140 150 170 10 36" 11•_8„ 11'-8" 11'-8" 10•_8" LIVE 32" 12'-8" 12'-8" 12'-8" 11'-5" 24" 15'-4" 15'-4" 15'-3" 13'-3" 16" 19•_8" 19'-8" 1V -V' 16,_1" 20 36" V-10" 6'-10" V-10" V-10" LIVE 32" 7'-6" r-6" T-6" 7'.6- 24" V-5" 9'-5" 9'-5" 9'-5" 16" 12•-e" 12'-8" 17_8„ 17_8" 25 36" 6'-7" 6'-7" V-7-- V-7-- 32" 7'-3" r-3" 7--3" 7'-3" 24" 9'-1" 9'-1" 9,-1„ V-1" 16" 12_2" 12_2' 12'-2" 12•_7• 30 36" 5'-8" 5'-8" 5'-8" V-8" 32" 6'3" V-3" 6'3" V-3" 24" 7'-11" T-11" 7'-11" 7'-11" 16" 10'-9" 10,_9" 101_9" 10•-9„ 40 36" 4'-5" 4'-5" 4'-5" 4'-5" 32" V-10" 4'-10" 4'-10" 4'-10" 24" V-3-- 6'_3" 6.3'- 6,-3„ 16" 8--8" 8'-8" 8'-8" 8'-8" 60 36" 3'-0" T-0" 3'-0" T-0" 32" 3--5" 3'-5" 3'4" 3'-5" 24" 4'-5" 4'-5" 4'-5" 4'-5" 16" 6'-3" 6'-3" 6'-3" V -3 -- -3" MULE 1.18 Lynchburg, VA 24503 ( \ * PU 8" OCT 02 2013 e: - LATTICE COVER 20 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS NORMAL WIND AREA; 16 Ga x81 Steel C Beam (Detail L18 12 Ga 3"x8" Steel C Beam (Detail 1-18 Double 12 Ga Yx&' Steel C (Detail L8) P -6 -Fa 3"x8" Steel C Beam Detail L18 12 Go 3'x8• Steel C Beam (Detall L18 Double 12 Ga 3'x8" Steel C (Detail 8) TABLE 25 AaadledSinple Freestanding or ached Single Freestanding or Attached Freestanding or TABLE 26 AttedledSInpte Freestanding or aedledSinple Freestanding or AOadledShoe Freestanding or seen swerve Muttispan Units span Seueaee MulliSpan Units Structure Mut an Units .I Span Sauealre Multispan Units span Sbucane Mukispan Units Span Structure Mullispan Units GROUND SNiYm LOAD (PSP) TRIG WIDTH (FT) MAX POST SPACING ON SLAB (F'i) POST REDID FOR SLAB MAIC POST SPACING (F7) MW POST TTPE FOOTER SIZE 'd' ) MAX POST LENGTH 0' ' 17 I 15' CONSTRAINED FOOT 'd' 'd' 'd' On) M) M) MAI( POST MIN SPAC POST (FT) TYPE FOOTER SIZE 'd' (M) MAXPOSTLENGTH d• f fY ' 1S' ONSTRAINEDFOOTE 'd.'d' 'd' Dn) (in) (m) MAX POST SPACING (FT) MIN POS TYPE FOOTER SIZE 'd' 0n) MAXPOSTLENGTH e' ' 17 I 15' CONSTRAINED F'E 'd' 'd' 'd" 0n) fin) ON GROUND SNOW LOAD (P5� TRIG WIDTH (FT) MAX POST SFAC07G ON SLAB FT) POST REO FOR S1AB MAX POST PACING (FT) MIN FO TYPE FOOTER SIZE 'd• 0n) MAX POST LENGTHFA 8' I 17 15' CONSTRAINED FOD 'd' •d' 'd') Rn) 0n) Bnl X T MIN POST TYPE FOOTER SIZE 'd' Oa MAIC POST LENGTH S ' 17 I 15' CONSTRAINED FOOTE 'd' 'd• 'd' pn) (in) 0n) MAX POST SPACING (FT) MIN PO TYP FOOTER SIZE 'd' 0n MAXPOSTLENGTH 6' I CONSTRAINEDFOO 1d1 'Cr -d" n M) M) 115 MPH EXPOSURE 8 115 MPH EXPOSURE 8 10 5 17.7' A 20.1+ C 24 25 28 30'-1' E 27 27 31 35'4' E 29 29 32 '30 5 4-10' A 10'-0' E 19 22 25 26 19'-4' F 24 25 28 29 26'•3• F 26 27 30 31 LIVE .5, % 124' A 5181.11' 37 24� 2S 28 28'•2' E 28 28 30 34'•IV E 30 30 32 � 5.5 C4' A 9'•9' E 19 21 24 26 16'4" F 24 25 27 29 25'-5' G 27 27 29 31 14'-S' 6 114' A 17.10• 0� 24 24 27 20'-4' E 25 26 30 34'-1• F 30 30 31 14'-0• 6 C-0' A 8••11• E 19 21 24 25 tr-3• F 24 24 27 29 2C-8" G 27 27 29 31 29 63 10'-S• A 18' -it' 0 25 25 27 27-7' E 29 29 30 33•-5' F 31 31 31 28 6.5 3'-8' A 8•J' E 19 21 23 25 16'•5' _ F 24 24 27 29 24A' G 26 26 29 31 F 7 9'4" A 16••1' 0 25 25 27 26-6' E 29 29 10 32'•9' F 31 31 31 F 7 3-5' A T•8' E 19 20 23 25 15•-8' F 25 25 27 28 23-51 G 28 28 29 31 35 ^� 9'-t" A 154' D 2S 23 26 25�� * E)F 30 30 30 32'-Y F 32 32 32 g l 7.5 3•-Y A T•7 E 19 20 23 24 14-11' F 25 25 26 28 22'-11' G 29 29 29 31 40 49 40 33 14'4' 0 25 25 2b 24'b' 6 �F 3D 30 30 31'•7' F S2 92 32 41 8 3'-0' A 6'-9" E 18 20 23 24 C4'•4' F 25 25 26 28 W-51 O 29 29 29 30 27 8.5 8'4' A 14'-0' 0 25 25 26 23-8' F 30 30 30 31'-1' F 33 33 33 28]B 6•S 7.10' A 64' E 19 20 22 24 t3'9' F 25 25 26 28 27.01 G 29 29 29 30 28 0 T4' A 13'9• D 25 23 26 2C-10' F 30 30 30 W -r F 33 33 33 25 9 7d' A 61-0' E 119 18 22 24 17.31 F 25 25 2$ 27 21•-7' G 30 30 30 30 22 93 7'-Y A 13'-0• D 26 26 26 22=7 F 31 31 31 10'-Y F 31 34 34 ? 9.6 7.6' A S'-8' E 19 19 22 24 17.91 F 25 25 25 27 21'•7 G 30 30 30 30 10 6'•9" A 17.8' D ?S 26 28 21'-0' F 31 31 31 29'•6' F 34 34 34 " 10 Y3' A S'•5' E 19 19 22 TA 15.5' F 26 26 26 27 20.10' G 1 SO 30 ' 30 30 10.5 63" A 17.1' D 26 26 26 20•-10' F 31 31 31 294' F 35 35 35 'Q 10.5 Y3' A S -Y E 19 20 22 24 it' -11' F 26 26 26 27 20fi G 31 31 31 1 31 11 v -Y A 11'-7' 0 26 26 26 201-3' F 31 31 31 26-11" F 35 35 35 $ 11 72' A 4'-i1" E 19 20 22 24 111•7 F 26 26 26 27 217•7 G 31 31 31 31 10 11.5 6'-11' A 11'-11 0 26 26 26 27 191-9" F 31 31 31 E 28'4' F 35 35 14 174' 12 T. A 10-7' 0 26 26 26 31 19.3• F 31 31 31 33 28'-2' F 38 36 36 117-10" 13 51•2* A 9'•101 0 26 26 26 33 184• F 32 32 32 25 27-7' F 38 36 36 28 14 4'-10' A 9'-1 D26 33 26 26 F 1Tb' F 32 32 32 -0 91-8" 26-1t' P 37• 37 37 29 26'-r E 33 33 D 26 26 26 35 16'-9' F 32 32 32 15'4' 26..3 O 38 3d 38 E 11S MDM DYP[XIIDF r 33 p stn MOM DYPlIC11RF A 38 36 8'-11' 8 6' S A 14'-S' D 2a 28 28 24'-6' F 14 10 5 1T -r A 20-1' C 27 27 3030.1' 27 E 31 31 33 3514' E 32 32 35 LIVE 5.5 174' A IVA 1' C 27 27 30 20.2' E 31 31 33 34-10' E 33 33 34 27-2' 6 114' A 117-10" 0 27 37 10 28'-4" E 32 32 33 34'-1' F 34 34 34 25 09 t0•!1 A 16'-1111 D 28 28 29 2T-7' E 33 33 33 33'-5• F 35 35 35 18'•10' 1 -0 91-8" A 16'-1+ D 28 28 29 26'-r E 33 33 33 32'-9' F 35 35 15 21 7.5 9'-t' A 15'4' ID 28 26 29 25'-5' E 33 33 33 32'-2• F 36 38 36 8'-11' 8 6' S A 14'-S' D 2a 28 28 24'-6' F 14 34 34 91'-7• F 36 36 36 8 8.5 8'-0• A 14'-0• 0 28 28 26 23'-8' F 34 34 34 31'-1' F 37 37 37 30 9 T4' A -0 13'' 0 29 29 29 2Y -t0' F 34 34 34 30.7' F 38 36 38 G 9.5 r -Y A 13'-0• D 29 28 29 22'•2' F 34 34 34 30.2' F 38 38 36 27 10 6'S' A 12'4' 0 29 29 29 21'-W F 3S 15 35 2031 F 39. 39 39 F • 10.5 6-5" A 12'-t'0 244• 29 29 29 20-10' F 35 35 35 294' F 39 39 39 23 11 v -Y A 11'-7' D 29 29 28 20-31 F 35 35 35 28'-11' F 39 39 39 D 115 5'-11' A 11-1' 0 29 29 29 19'9- F 35 35 35 26'-8' ' F 40 40 40 3'•Y 12 S'4" A 10-7' D 29 29 29 19'3' F 35 3S 35 28'-2' F 40 49 40 33 13 61 4' A 9•-10'D V-10' 29 29 29 tV4' F 36 36 36 2T-7' F 41 41 41 33 14 4'•10• A 9'-1" D 29 29 29 17.61 F 36 36 36 26'-11' F 42 42 42 27 15 4'4' A 8'4'D. 33 29 29 29 161•9• F 36 36 36 26'3" G 42 42 42 20 5 7'-1' A 12'-11' 0 21 23 25 27 27.1' F 25 26 29 30 30-1' F 27 27 31 32 LIVE 55 61-V A IT -1' 0 21 22 25 27 27.10' F 25 25 29 30 27-2' F 28 28 30 32 t 6 5'-11' A IIA, 0 21 22 25 26 19'-9' F 25 25 28 30 264' F 28 28 30 32 1 6.5 5-5' A 10-31 D 21 22 24 26 18'•10' F 25 25 28 29 2T-7' F 29 29 30 32 4 7 S'•1' A 9'-r D 21 21 24 26 10'-0' F 26 26 27 29 25-11' F 29 29 30 32 t 15 4'-9' A 8'-11' D 21 21 24 25 173' F 26 26 27 29 26'-3' F 30 30 30 32 1 8 4'-5' A 8'-4" D 21 21 23 24 16'4' F 25 25 27 29 259' G 30 30 30 31 83 4'-21 A 7'-t1' D 21 21 23 25 15'-11" F 26 26 27 28 25'-3' G 31 31 31 31 9 Y-11' A TS' 0 21 21 23 25, 174' F 27 27 27 28 .24'•9' G 31 31 31 31 95 T-9" A 7.1' D 21 21 23 24 14-10' F 27 27 27 28 244• G 31 31 31 31 10 314' A 6'•9' 0 21 21 23 24 14'4' F 27 27 27 28 23'-11' G 32 32 32 32 10.S 3'4' A F-51 D 21 21 22 24 13'-10' F 27 27 27 28 231.6' G 32 32 32 32 111 3'•Y A 6'-1' D 21 21 22 24 IT -5' F 27 27 27 27 23'•2• G S3 33 33 33 120 MPH 115 31-1' A V-10' 0 21 21 22 24 13'-1' F 27 27 27 27 274+ G 33 33 33 33 22 12 7-11' A 51•7' D 21 21 23 24 17-8' F 27 27 27 27 27.3' G 33 33 33 33 8'•3' 13 2'-8' A 5'•2' D 21 21 23 25 17-0• F 28]B E 28 28 21'•5' G 34 34 34 34 T -Y 14 2.6- A 4'-10' 0 21 211 23 25 111•-5' F 28 26 28 28 20-0' G 34 34 34 34 15 Y4 ' A 4' 4' D 21 21 24 25 10-111' F 28 28 28 28 20-0'G E 34 34 34 S4 ICC ESR1398 (2012 IBC) 9/29/2013 11.5 7.1' A 414" a 19 20 22 24 111--5 F 26 26 26 25 19'•10' G 31 31 1 31 31 X30 5 4'-10' A 10.6' E 22 24 27 29 19-4' F 28 27 30 32 261-3' F 29 29 32 34 5.5 44' A 09' E 22 23 28 28 18'-Y F 27 27 30 32 25'-5' G 30 30 32 34 t a 4'-0' A 8'-11' E 22 23 26 28 1T-3' F 27 27 29 31 24'-8' G 3l 31 32 34 1 63 T -W A 8.3• E 22 23 25 27 1615' F 27 27 29 3124'-0' 24"-0• 0 31 31 32 34 4 7 3-5' A 7'-0' E 22 22 25 27 151-0' F 28 28 29 31 23'-5' 0 32 32 32 34 t 7.5 , T -Y A T -Y E 22 22 25 27 14'•11' F 28 28 29 31 22'-11• G 32 32 32 33 1 8 T -O' A 6'•91 E 22 22 25 26 144' F 28 28 28 30 22'-5' G 33 33 33 33 9.5 21-10, A 64' E 22 22 24 26 13'-9' F 28 26 28 30 22'-0' G 33 33 33 33 9 74' A 6-0' E 22 22 24 28 13'3' F 28 28 28 30 21'-T G 33 33 33 33 83 Yb• A 6'4' E 22 22 24 26 17.9• F 29 29 29 30 21'-Y G 34 34 34 34 10 74' A T•5" E 22 22 24 26 174' F 29 29 -29 2 20-10 G 34 34 34 34 103 7-3' A $-Y E 22 22 24 26 11'•11' F 29 29 29 29 20.6• G 35 35 35 35 11 T-2" A 4'-11• E 22 22 24 28 11'-7• F 29 29 29 29 20'-2• G 35 35 35 35 120 MPH 113 I Y-1' I A I 4-8' E 22 22 1 25 2a 1113` F 29 29 1 29 29 19'-10 G 35 35 35 35 30 ,- 5 ,r•, -1YV•+` A 10-0' E 20 22 25 27 104' F 24 25 28 30 263' F. 27 27 30 32 5.5 4'4' A T-9'. E 20 22 25 28 18'•2' F 25 25 28 30 2S' -S` G 27 27 30 32 + 6 4'4' A 8'-11' E 20 22 24 26 1T-3' F 25 25 28 29 24'-r G I8 26 30 32 1 63 T4' A M--3" E 20 21 24 26 161-5' F 25 25 27 29 24"-0• G 28 28 30 32 7 3-5• A 74' E 20 21 24 25 1514' F 25 25 27 29 23'•5' G 29 29 30 31 t 7.5 Y -Y A T•Y E 20 21 23 25 14'-11- F 26 26 27 2Y-11' G 29 29 ' 29 31 1 a Y.O. A 6.91 E 20 20 23 25 144" F 26 26 27 28 27-S' 0 30 30 30 31 B5 X -11V A 6'4• E 20 20 23 24 13'•9• F 26 26 6 18 274' 0 30 30 30 31 9 74' A 614" E 20 20 23 24 13'-3• F 26 26 28 2 21'•7 G 31 31 31 M 9.3 74' A 5.4' E 20 20 22 24 17.91 F 26 26 26 2 •21,2• G 31 31 31 31 10 74' A 55. E 20 20 22 24 IY-4' F 25 26 26 2 2174V G 31 31 31 311 IDA Ya' A 5-2" E 20 20 23 24 111-11' F 26 26 20.6• G 32 32 32 32 11 7-Y A 4'41' E 20 20 23 25 11'•7' F 27 7 27 29 20'•2' G 32 32 32 32 120 MPH EXPOSURE C or 140 MFM EXPOSURE 8 F 7 f 28 31 3 30 5 4'-10' A 101;' E 22 24 27 29 194' 5.5 44' A 9'4• E 22 24 27 29 18'4' F 2 28 30 2 6 4.4' A 6'•71' E 22 23 26 28 17'-3+ F 2 28 30 2 . •��{� 6.S X -r A 8'•3' E 22 23 26 28 1614' F 2 2B 30 Q • •pIL ' 7 3'-5' A T4' E 22 23 26 28 1F -W F 28 28 30 1 7.5 T -Y A 7•21 E 2.2 22 25 27 14'-11' F 29 29 31 8 3'4" A SAr E 22 22 25 27 14'4' F 8 6.S 7-10' A W.I. E 22 22 25 27 179' F 9 20 29 31 9 2'-8' A 6'-0' E 22 22 25 26 13'-3' F 9 30 9.4 Y4' A S'•8' E 22 22 24 26 1 -9' F 30 10 2-5' A 5'-5• E 22 22 24 26 4" '\ * I 105 2-3' A 5'•Y E 22 22 25 27 '-11' V ' Q' I1 Y•2' A 4'•1P E 22 22 25 27 P•7'C 30 CsYI8139 ��OCT cv n1�n4'7 02 2013 Page 12 of 66 CfVIL ��Q� �FOFrat IFO� JUN 02 2015 LATTICE COVER 20 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS NORMAL WIND AREA: 16 Ga 3'k8" Steel C Beam Detail 18) 12 Ga 3"x8" Steel C Beam Detail LIS) Double 12 Ga 3 V Steel C Detail 8) 16 Go TABLE 2.5 Attachedishvic Freestanding or AlechadStritile Freestanding or Attached Freestanding or TABLE 2.5 span swchne MultispanUnits span structure Multi an Units Structure Multis an Units ROUND TRIS MAX POST MAX E 20 MAX POST LENGTH MAX 27 21'-8' MA)f POSTLENGTH MAX 25 28 MAX POST LENGTH GROUND TRIG MAX POST MAX 32 SNOW %MOTH POST REOD POST MIN FOOTER V I 12 I 15' POST MIN FOOTER 1r I 17 I IS' POST Ma FOOTER a' I 17 I 1S SNOW WDTH Posy RE POST Mn LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAMEDf F SPACING PO SIZE CONSTRAINEDF00T SPACING P 512E CONSTRAINED FOO LOAD (FT) SPACING FOR SPA. PO: (PSF) 23 ON SLAB SLAB (FT) TYPE 'd' 'd' 'd' 'r (FT)' TYPE 'e' 'd• 'e' -d- (F71 TY -d' 2a 28 'd' (PSF) 8'-0' ON S1A6 SLAS (f17 TYF 7-1" E (FT) 21 24 25 M) On) On) Cm) 27 28 M1 On) On ) 29 31 On) M) Ml M) 6'-e' E (FT) 21 23 25 16'4' 115 MPF( EXPOSURE C ar 130 MPH EXPOSURE B 27 29 244' O 29 29 29 31 8 3'.r A 8.4" E 21 21 t 15 MPH EXPOSURE 8 l6'-1' F 20 5T-11' 27 A 17-1i• O 23 25 20 30 22'-1' F 28 28 31 33 30'-1' F 31 31 33 35 40 5 3 =r A 8' 4' E LIVE 5.5 6'-S A 171' 0 23 24 27 29 20'-10• F 26 28 31 33 29'-2' F 31 31 33 35 30 5.5 3'-3" A T-4 E 3'-0" 6 5'-111 A 11'-1' 0 23 24 27 29 10'-9' F 28 28 30 32 2T-4* F 32 32 33 35 7-10' 8 3'-0" A 6'-9' E 22 a.5 S -S" A 10'3' 0 23 24 27 28 18'-10• F 29 29 30 32 271-7' F 33 33 33 35 22 6.5 7.9' . A 6'-3' E 27 7 5'-1" A 9'•r D 23 23 26 28 161-0' P 29 29 30 32 26.11' F 33 33 33 35 .: 7 rr A 5.10' E 32 7.5 C•9' A 91.11' D 23 23 26 28 17'-3' F 29 29 29 31 26'-3' F 34 34 34 34 32 7.5 7.5" A $'-S' E 6 4'-S" A 64' D 23 23 26 27 1615 F 29 29 29 31 -4541 G 34 34 34 34 8 73' A 5'-1" E 6.5 4'-T A 7-11' D 23 23 2S 27 15'-11• F 30 30 30 31 25'5 G 35 35 35 33 6.5 7.1• A V-110' E 9 3'-11' A T•5" D 23 23 25 27 154' F 30 30 30 31 2{'-9' G 35 35 35 35 9 7-0' A 4'-0• E 9.5 3'-9' A r-1• D 23 23 25 27 14'-10'V 30 10 30 30 24'•4' G 15 35 35 35 9.5 1'-11' A 4'-4" E 10 T4- A 6'-9' D 23 23 25 26 141-4' F 30 30 30 30 23'-111' G 36 36 36 36 10 1.9'A I 1 4'-1' E 105 Y-4- A 61•5' D 23 23 24 26 13'-10• F 30 30 30 30 23'B' G 36 36 36 36 10.5 1-0' A 3'.11' E 11 3'-T A G-1" D 23 23 24 26 13'-S• F 31 31 31 31 23'.2' G 37 37 37 37 115 MPH EXPOSURE C Ot 1: 11.5 3'-1' A 5'-10' D 24 24 25 26 13'.1' F 31 31 31 31 22'd' G 37 37 37 37 12 r-11' A S-7' D 24 24 25 27 17-0' F 31 31 31 31 27-3' G 37 37 37 37 13 74' A 5-r D 24 24 25 27 17-0' F 31 31 31 311 21'd' G 38 38 38 38 uou esonar we R 25 5 54' A I74' E 20 23 25 27 21'-8' F 24 25 28 30 27-10" F 27 27 30 32 21'8' 55 6'-2' A 11-7' E 21 22 25 27 W -W F 25 25 28 30 27'-0' F 27 27 30 32 27 6 _ 4'-8' A 17-7' E 21 22 25 26 Ir -3' F 25 25 20 29 261-3' F 26 25 30 31 23 6.5 4'-5' A 9'-10' E 21 21 24 26 18'-4' F 25 23 21 29 25'8' G 2a 28 29 31 8'-0' 7 CA" A 7-1" E 21 21 24 25 tr.6' F 25 25 27 28 24-11• G 29 29 29 31 3'-2' 75 Y-10' A 6'-e' E 21 21 23 25 16'4' F 26 26 27 29 244' O 29 29 29 31 8 3'.r A 8.4" E 21 21 23 25 l6'-1' F 26 26 27 28 23'-16" G 30 30 30 31 13'3' 85 3'-4- A T -G* E 21 21 23 25 16'-5' F 26 26 26 26 23'-4' 0 30 30 30 31 25 9 3'-T A T-1" E 21 21 23 24 1VA V F 26 26 26 28 2711" G 30 30 30 31 95 3'-0" A 6'-9' E 21 21 23 24 14'-4' F 26 26 26 28 274' G 31 31 31 31 10 7-10' A 6'-5' E 21 21 22 24 13'-11' F 27 27 27 28 27-t' G 31 31 31 31 10.5 74" A G -i' E 21 21 22 24 13'5' F 27 27 27 27 21'-9' G 31 31 31 31 11 r -r A 5-10' E 21 21 22 24 13'-0- F 27 27 27 27 21'3' G 32 32 32 32 115 Z.G. A 5'-r E 21 21 22 24 17.8' F 27 27 77 27 21:1' G 32 32 32 32 28 llamrn CAFVJWtt U ar 1JV MY,'I GIYYaUI(=e 31 31 33 35 25 28 23 S 5'4' A 178' E 23 25 28 28 21'8' F 25.8' S5 5'-2' A 11'-7' E 23 24 27 29 201-3' F 32 6 4'-9' A 10'-r E 23 24 27 29 16J' F 33 BS 4'-S" A 9, 10' E 23 23 26 28 16'-4' F 29 7 4'-1' A 9'-1" E 23 23 26 28 tT8' F 30 75 3'-10' A 6'8' E 23 23 26 27 16'-9' F 224• 8 Y -r A 8'-0' E 23 23 25 27 16'-1' F 35 85 3'-4' A 7.8" E 23 23 25 27 16'3' F 35 9 3'-2' A r-1' E 23 23 25 27 14'-10' F 30 95 3'-0' A 6'-9" E 23 23 25 28 144• F 10 7 -to, A 6'8' E 23 23 24 26 13'-11' F 26 10.5 74' A G-1" E 23 23 24 26 13'3' F 7-1' II 7-r A 5-10' E 23 23 24 26 13'-0- F 27 11.5 78' A S'-7• E ?3 23 25 26 174' F 4'4' 112 z-4• A 51-4' E 23 23 25 21 17-4- F GENERAL INSTRUCTIONS FOR THESE TABLES 1 H 1 32 32 1 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 1 32 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 2OPSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. S. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 O 2 6. CHOOSE A HEADER FROM TABLE 2.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 25 28 28 31 32 2r-0• F 31 31 33 35 25 28 30 32 26'-r F 31 31 32 34 20 28 30 32 25.8' G 32 32 32 34 29 29 30 31 24'-11" G 32 32 32 34 28 29 29 31 24'-4' G 33 33 33 34 29 29 29 31 23'-10• G 33 33 33 34 29 29 29 31 23•-4' G 34 34 34 34 30 30 30 30 =-11' G 34 34 34 34 30 30 30 30 224• G 35 35 35 35 30 30 30 30 22'-1' G 35 35 35 35 30 30 30 30 21'•9' G 35 35 35 35 30 30 30 30 211•5' G 36 36 36 36 30 30 30 30 21'-1' G 36 36 36 36 eel C Beam Detail L18 12 Ga 3' ll" Slee C Beam Detail LIS Double 12 Ga 3'x8" Steel C (Detail8) ✓ d Stnye Freestan ng or Attach ee Shoe Freestanding or Attached Sin* reesland;ng or trumuc Multispan Units span structure Muftis an Units Span Structure Mullis an Unite MAXPOSTLENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH FOOTER V I 17 I 13' POST MW FOOTER 8' I 17 I 15' POST MIN FOOTER 8' I 17 I 15' SIZE CONSTRANED F00 SPACING POST 612E CONSTRAINm FOOTS SPACING mZI CONSTRAINED FOOTEF 'e' -d 'd' -t(FT) TYPE -d 'B -d "d' (FT) TYP 'd' 'd' d •d' M) M3 n) M On) M) M) M) M) M) M On) t0 21 23 26 16•-3' F 22 24 27 28 25-10' G 25 26 29 31 16 20 23 25 I& -w F 22 24 26 28 23'•1' G 26 26 29 31 16 20 23 24 14'-5' F 23 23 26 28 27.5' G 26 26 29 30 t0 20 22 24 131-8' F 23 23 26 27 21-10' 0 27 27 20 30 18 19 22 24 13,T F 23 23 26 27 211-3' G 27 27 28 30 10 19 22 23 17.5' F 23 23 25 27 20'-10' G 23 28 28 30 t8 19 21 23 11'-11' F 23 23 25 27 20'-4' G 28 28 28 30 18 19 21 23 115' F 24 24 25 27 19'-11' G 28 20 26 30 t 0 19 22 23 1114' F 24 24 25 26 19'-r H 29 28 29 30 16 19 22 23 10'-r F 24 24 24 26 19'-3' H 29 29 29 29 10 19 22 24 10'-7' F 24 24 24 26 18'-11' H 29 29 29 29 10 20 22 24 9'-1C P 24 24 24 26 10'-7- H 30 30 30 30 RFYMMIRBN 40 5 3'•T A 8'-2' E 20 23 25 27 1B3' F 25 28 29 31 23'-10' G 28 28 32 34 6.5' S.S 3'3' A T•5• E 20 22 25 27 1r -r F 2S M 29 31 23'-1' G 29 29 31 33 8.51 B 3'-0' A 6'•8' E 20 22 25 26 14'4' F 26 M 28 30 W.S. G 30 30 31 33 10.5 6S 2'4' A BV' E 20 21 24 26 ,S4' F 25 26 28 30 21'-10' G 3o 30 1 31 33 • 7 2•-r A 6'-10' E 20 21 24 25 IT -W F 26 26 28 30 21'-3' G 31 31 31 33 7A 7.51 A T. E 20 21 24 25 17-5" F 26 26 28 29 20'-10' G 31 31 31 33 8 73' A 5'-1. E 20 21 23 25 11'-11' F 26 26 27 29 20'-4' G 32 32 32 33 6.5 7-1' A 4'-10' E 20 20 23 25 11'-S" F27 27 27 29 19'-11' G 32 32 32 32 0 7-0' A 4'4' E 20 21 24 23 11'-0' F Z7 27 1 27 1 29 1 19'-7• 1 H 1 32 32 1 32 1 32 HANG 1 Post Description Max POST Detail Hgt Code 0.042 "xil"Aluminum Post PROJECTION OF SINGLE SPAN SNC 8' 9' 110' 11' 12• 13' 14' 1S• 16' 0' 4' 4.S 5' S5• 6' 6S T 7.5' r 1' 4.3' S' 55' 6• 6.5' 7' 75' 6' 851 7 5 5.51 8' 65' r 7.S' 6' 8.5' 9' 3' 6.5' 6' 65' r 75' 6' 8.51 w 9A' 4' 6' 6.6' r 7.5' 8' 8.5' r 9.51 10' S' 6.5' r 7.51 r 65' 9' 951 10' 10.5 TABLE 23 Post Requirements for Attached Singto S an Structures shed Structures Post Description Max POST Detail Hgt Code 0.042 "xil"Aluminum Post 10' B L1 0.024'k3'k3"Postwith Sid lal 11' B L24 Clover 0.030`k3 k3" Alum 11' C L111 Clover 0.040k3'k3"Alum 11' D Lit Colonial 0.062' Extruded 12' E AE 0.041"x3'k3" Steel Clover 11' F 1-11 0.041'k31k3" Steel Clover S' G L11 3116'4'k3" Steel Square 15' H l21 3116'k3'k3" Steel Square 1r I L21 3116'x4'774" Steel S are 15' J L21 3/16'k5'7t5" Ste S uare 15' K L21 STRUCTURES 85' r 9.5' 10' 105' 11' 9• 9.r 10' 10.5' 11' 11.5' 95' 10' 10.5' 11' 115' 12' 10• 10.5 11' 11.5' 17 12.5' 10.5' 111 111.5' 17 12.5' 13' TABLE 24 Post Requirement or FreestandingStructures or Mut an A shed Structures TABLE 2.5 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Post Description Maximu Footing Max HeIqW Code Det I# 0.041"xTk3" Steel Clover d= 20* 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISC6 B L11 0.0419fd'k3" Steel Clover SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB,FROM TABLE 25 Lynchburg, VA 24603 B L1 6"x3'k3" Steel Tare SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES t C 1 6"x3"k3" Steel S re F 1 6'k3'k3" Steel u t at F 1 6 k3 k3" Steel u e r3116"x4'x4PStee1I L21 u Ly L21 6"x5'k.5' Steel L21 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 Amerimax Exterior Home FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 28921 US Hwy 74 9. FIND THE OfC SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romoland, CA 92685 10. USE THE APPROPRIATE DETAILS (L1-1.29). DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISC6 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEA 3441 Ivyllnk Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB,FROM TABLE 25 Lynchburg, VA 24603 SLAB S. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlautn6mabcomea5t.net 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 t ICC ESR1398 (2012 IBC) 9/29/2013 Page 13 of 66 JUN 02 2015 00 L1 HEADER (3004-H34 ALUM. ALLOY) FOUR #8 SEE TABLE BELOW FOR SCHEDULE BIWXEr USED 1N\2' X 6 1/2' RAFTERS © LATTICE TUBES s 1,51x1.5' e3' o/c 2 2'x2' e4' o/c 31x3' 86' o/c DETAIL L4 -0"oe. w 21X3' IS' o/c LATTICE t=0.024', 3105 H24 0.032' or ALUM ALLOY 0,040' — M © RAFTER do SIDEPLATES L4 pOST/RAPIER/LATTICE TUBE (3004-H34 ALUM. ALLOY) O (3004-H34 ALUM. ALLOY) RAFTER TO HEADER CONTINUOUS 2"x6' OR 2x8" 1 8� CONNECTION DOUGLAS FIR LEDGER OR BRACKETS PROVIDE SIMPSON STRONG J. 6063T6 TIE MSTA36 (ICC ESR 2105) AT ALUM ALLOY SPLICE LOCATION • t=0.060' COVERW/0.019'ALUMINUM L9 1/4' LAG SCREW OR BRACKET USED W f 3'x8' #14 SCREW W/ 2.5' AND 3'x3' RAFTERS EMBED INTO WOOD _ ib Width STUD SEE TABLE Screws 7.5 COLUMN ANC4 4 5 DOUBLE FOR QUANTITY HEADERS USE DEW SMUCIURE _.___—._----.---._--_-- Allow able Trib DETAA In W. of 98 Sc Speed ton) Header 2 3 115 nph 0.040 Double 2x6 11' is M5 ON EACH SOLE OF POST. Exp C 0.042 0.042"x3'x8" 6 9' 12' 15 LUMMER FLOOR , 0.042 Double 3x8 12' 16 TO DECK FLOOR JOIST 140 mph 0.040 Double 2x6 T IT 16 Exp C 0.042 0.042'x3"x8" 6 7' V 12' 0.042 Double 3x8 W 14' 15' #14 Screw s 170 mph 0.040 Double 2x6 8' 12' 15' Exp C 0.042 0.042"x3"x8" 4' V 8' 11' 0.042 Double 3x8 8' 13' 15' 140 mph 16G mn 8" Steel C 15' Exp C 16G rrin Double Steel C 15' 170 mph 16G nin 8" Steel C 11' 15' Exp C ISG On Double Steel C 15' ' 7,6 FOR FASTENERS C 6 9 TWO #8 SMS EACH SIDE EXP 6130 THREE #8 SMS EACH SIDE FDR * 3X8 RAFTERS IN 25 PSF GROUND SNOW LOADS OR 140 " S'l CIVIL MPH WIND AREAS JUN 02 2015 9TF11 FCAL�F�� I `2y3/4- F'3=Xf x(6063 -I5 xA, &M T. _ . Q RAFTER ,HANGER #8 SCREWS W/ JrZ,0 W, ASHaS SCREWS � LONG AN TTICE HEIGHT OL6 LATTICE TO RAFTER CONN. i `-LAT1 'R7ALUM. RAFTER ALUM. RWIiR ONE BRACKET 1 RAFTER I PER HEADER oX 1 wDETAI L7) EU Li0 TERNATE RAFTER TO WALL CONN. 3' x 3' METAL POST Req'd DETAA In SEE GENERAL NOTE #19 AND Type LATTICE NOTE #3 EII W 114 SMS UNITS MUST COMPY WITH L13 O O TWO 3/0'x5* DGEOMEMr TABLES Ll AND L2 ON SHEET O O LAc SCREW W/ 110, CNE M5 ON EACH SOLE OF POST. 8 MAX WIND SPEED IS 115 n h S FIR t:AT�TACHEO EXPOSURE C LUMMER FLOOR , JEST OR HEAVER STRUCTURE POST TO DECK FLOOR JOIST ICC ESR1398 (2012 IBC) 9/29/2013 STUD - 2.5' r SIX 1/4' LAG SCREWS OR #14 SCREVS W/ 2.5' OF PENETRATION INTO WALL STUD W/ MIN SG - 0.5 1' MIN 3' X e' ALUM RAFTER BRACKET DETAIL L7 3.00 0.72 �1.56� 0.72 -{ 0.93 1-- 0�.72 --�0.2e O 93 L56 3 00 0.37 1� 0.72 —� --0.17 t -0.030' ALUM = 0.040' ALUM = 0.041' STEEL L11 3' ALTERNATE POST (3105 H25 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) `---3' X 8' ALUM HEADER L15 POST ALTERNATIVE FOR SLAB ATTACHMENT ONLY SEE GENERAL- �'#14 SHEET METAL SCREW NOTE #23 MAXIMUM WIND CONDITION IS 170 MPH EXPOSURE C Page 18 of 66 l_Lm.1.92'.FOR 2'-X 6 -1/2 -RAPIERS. L- 7.92' FOR 3' X 6' RAPIERS TYP pit e� 1/4' BOLTS ASTM A307 SEE BELOW FOR QUANTITY DOUBLE OR SINGLE 3'X8' STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND NON -SPLICE ATTACHMENT POST ALUM RAFTERS 0 .B. DOUBLE HEADER 0.040'X2'X6.625' OR 0.0421X3X8' OA411x31x31— STEEL POST FOUR #14 SMS EACH SIDE NOTE, SEE SHEET MISCSn OR MISC5b FOR MOMENT CONNECTION SPECS -, tMmenmax-28921 US Hwy 74C:J\P'' EXTERIOR HOME PRODUCTS Romoland,CA 92581 OCT 02 2013NTS Engineer's Stamp pl -2012 1 of 4 Req'd Beam I # of Type 1/4" -bolts All C Beams "On Slab* 1 4 16G Steel'3x8 i 4 12G Steel 3x8 8 Double 120 Steel 3x8 I 8 .B. DOUBLE HEADER 0.040'X2'X6.625' OR 0.0421X3X8' OA411x31x31— STEEL POST FOUR #14 SMS EACH SIDE NOTE, SEE SHEET MISCSn OR MISC5b FOR MOMENT CONNECTION SPECS -, tMmenmax-28921 US Hwy 74C:J\P'' EXTERIOR HOME PRODUCTS Romoland,CA 92581 OCT 02 2013NTS Engineer's Stamp pl -2012 1 of 4 0 1.575' 2.25" .091- -� 0.041x3'x3' _ STEEL POST 3/8' BOLTS W/ 1' DIA. x 3/32' THK. STL. WASHER TO 8' STEEL 'C' BEAM SEE TABLE 7.4 COLUMN 'N' FOR QUANTITY 2.843' FOR #14 SELF DRILLING SCREWS SEE TABLE 7,4 COLUMN 'L'. r 0.097' 2.5' 0.875" 0,042'x3'x8' BDX BEAM WRAP 7.75" DETAIL LI v e020 GA ASTM Ae53 GRADE 33 STEEL BRACKET FOUR 718 WOOD SCREWS INTO RAFTER AND 2X FASCIA ONE PER RAFTER o RAFTER ROOF COVERING IS A MAXIMUM DETAIL "Aw OF 3 PSF HEAVIER ROOF COVERING /ex DF WOOD SHALL REQUIRE ADDITIONAL FASCIA ENGINEERING ANALYSIS 1 ALTERNATE 3' SQ POST CONNECTOR -� BRACKET (6063T6 ALUM) 1.0" IF DETAIL L29 IS NOT USED ATTACH SEE GENERAL NOTE #23 SIDE PLATES AS PER DETAIL L26 0,o19•AL`U�oRaOV 0.750' ER 8' BOLTS SEE TABLE 7.3 COLUMN 'H' FOR QUANTITY ALUMINUM OR #14 SELF DRILLING SCREWS RAFTER SEE TABLE 7.3 COLUMN 'G' FOR QUANTITY 3'x8. 12 (t=0.105') OR 16 GAUGE (t=0.059') STEEL C BEAM Fy= 50 KSI ^� L18 I� I �I � n 12 /and, 16 GA ,3'x8' STEEL C' BEAM, ! W/ 0.042'X31X8' ALUM WRAP !� I 3'-6' T_ 3'-6' L21 3' (*41_#'5" OR 6'/ASTM A500 GRADE B.' STEEL POST fi SEE IGENERAL NOTE' #i:9 / FOR CORROSION PROTECTION ,ICC ESR1398 (2012 IBC) 9/29120' 2 x WOOD FRAMING DOUGLAS FIR -LARCH #2 OR BM Six TAME ?A J 1_ � FMFASMM OVERIWIG SEf sCHMW S HMLE • 11111W ALTERNATE EAVE ATTACHMENT � L1 9 HEADER SPUCE DETAIL 2- X140 0 EACH :M:ff 3' X 8' HR CQ0 0 2-2EAXX 6 lKf SDM713 ONE'X 3• OF COLUMN POST Seal with permanently /— flexible b waterproof sealant SEE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 7.7 Page 19 of 66 BE C 68 Z31 Salad Cagier Wind SIZE CONTINUOUS 2'x6` DOUGLAS FIR LEDGER (24" 01C) OR PROVIDE SIMPSON STRONG TIE 10 psi 2x4 MSTA36 OCC ESR 2105) AT SPLICE EXISTING DF 12'-0" LOCATION FRAMED WALL attice=135 Exp C 1.00'min. COVER W/ 0.019' ALUMINUM 25'-0' 25-0' SEE GENERAL NOTE #23 2310" 1r-1• 1/4' Lag Screw 2x8 26-0' ATTACH LATTICE COVER 34' MIN 25'-0'- AS PER L7 10 psi 2x4 Completely Seal with 19'-0" 111-6" permanently flexible & 38" aWce=140 Exp C waterproof sealant 2.5' MIN PENETRATION 25'47 1.00'min. INTO WOOD FRAMING 161-r STUCCO ATTACHMENT DETAIL G V/ MIN SG = OS 25-0' WITH LEDGER BOARD � 25!-0' 25' V Synthetic Stucco or 20 psi 2x4 other non-structural covering 10-3' <1' max, thick) 3'4" 11 8" Sheathing SEE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 7.7 Page 19 of 66 BE C 68 Z31 Salad Cagier Wind SIZE SAVE OVERHANG - (24" 01C) 6" 12" 18" 24" 30" 10 psi 2x4 2510 20-9• 12'-0" r-1• Tor attice=135 Exp C US 25'-0' 25-0' 25-0' 2310" 1r-1• 2x8 26-0' 2514 25'-0' 25'-0'- 25'-0' 10 psi 2x4 25'-0' 19'-0" 111-6" r-1' 38" aWce=140 Exp C 2xS 25'-0' 25'47 2S-0' 22'"6• 161-r 2x8 25-0' 25'-a 25!-0' 25' V 25'-0' 20 psi 2x4 19'-0' 10-3' 51 10" 3'4" 11 8" ekice=170 Exp C 2x6 19'-0' 1914 1r-1" 11'-9" 8'4' 2x8 19'-0' 19-0 1 19-0' 19'-0' 1S'-8" 25 pet 2x4 18'-0' 11.3" S'4• 3'$" 1'-V attice=170 Exp C 2xS 18'-0' 18'-0' 18'-0' 12'40" 9'-1' 1 2x8 IV -0' 18'-0' 18'-0' 181-0' 18'-0' 30 psi 2x4 1T-0' 9-2• 5'-1" 2'-8• a4r attiee=170 Exp C 2x6 IrO' 1719 15-3" 10'4• r -T 2x8 1T4y 17, a 174r 1r-0' 14-5• 40 pst 2x4 14'-0' S' -r 74" 0'4Y 9-0" attice=170 Exp C 2x5 14'-0' IV-V 111-0" r-2" 4--r 2x8 1414Y 14-0' 14'-0' 14'-0' 10'3' 60 psi 2x4 V0 4'-0" 0'-0" O',W 0'-0" amce=170 Exp C 2x6 9'-0' 9'-0' G--9' 4'-0" V-1" 2x8 W -V 9'-0' 9'-0' &-W I V-10• Amermax 28921 US Hwy 74 CP EXTERIOR HOME PRODUCTS Romoland,CA 9258', CIM"CA1.1F` BWA TM EJ/CP OCT 02 2013 NTS omponent a & Connection Details For Patio & Commercial Lattice Structures Engineer's Stamp'LT02-2012 2 of 4 2' 2 0.024' 0,024' 0.024' 6 5/8" SEEs' DETAIL s 5/8' L26 F7 7t4/� 3' (30( L24 2; x , 6.5' (3004—'H3, Lattice or Solid Panels Alun. Bracket tt = k DETAIL . L9 L9 FOUR #14 SMS EACH SIDE FOR 140 MPH EXP C SLAB ATTACHMENT AND UP TO d=26' FOOTING. { OR 1/2 '0 GALVANIZED OR STAINLESS STEEL HILTI KWIK BOLT TZ CONCRETE ANCHOR (ICC ESR 1917) W/ 2' EMBED L AND V0 WASHER OR EQUIVALENT Ok 3"X 3""X 6.625" L25 h 2�0 �POST I SIDEPLATES ALUM. FOOTING ALUMINUM BRACKET FOR CONNECTING I BRACKET POST TO FOOTING OR 4' SLAB (6063—T6 ALUM ALLOY) �. SINGLE SPAN ATTACHED UNITS ONLY' tip.::: : • REQUIRES SIDEPLATES AS SHOWN INA, °i• • DETAIL L26 I. SLAB OR F00 NG COLUMN 4'/ALTERNATE �J � 5H°� Le Fal SAAB REQUIRED FOR CONSTRAINED FOOTINGS MAX "L" FOR TOP ALUM .� ALLOY)/ / j/// //LAI ORSIDEMOUNT 3'X3' L30 ' TES and Exposure RAFTER i rwi i .nv� 130 mph Exp B ATTACHMENT I 6 MIN 0.042 x3"x8" #8 SMS') 3' x B' Headei 3' x 8' Header #1 (0.042) (0.042') 21 x 6' Side Plate FOUR #14 SMS 2" MIN #1 EACH SIHEADER I I 3' x 6' 3'x3" POST I � 1 2x6.5' SR)EPI. I I SMS L27 ALTERNATIVE SPLICE FOR ATTACHED UNITS MAXIMUM FOOTING SIZE IS d=26# ICC ESR1398 (2012 IBC) 9/29/2013 1 5'• 3"x3" ALUMINUM RAFTER --� TWO #10 OR #14 SMS LATTICE HEADER TOP MOUNT BRACKET 1 0.21"'STEEL Fy = 33 ksi e. BRACKET IS 1.094' WIDE ` ` L 8' ^ 20 UMM GUANO'�oew M ALUM comms MotE' ss RAFTER wuwex /tkr1�' w.w TIP MOUNT /tacaa'ww• ATTACH PER TABLE7.5 - .V MIN GAP BETWEEN^ I LEDGER AND ROOF FOR yy DRAINAGE ALL HOUSE PENETRATIONS MUST BE COMPLETELY AND PERMANENTLY SEALED 0.125'x1.5"x1.5' STEEL (Fy=33 KSI) "L" BRACKET 2" SPACING LZ8 BETWEEN SCREWS EAVE ATTACHMENT EAVE OVERHANG AND 'L' MUST ALSO COMPLY 0.042"x3"x8" HEADER "8" 3'x8' HEADER ,CONNECTION SEE NOTE FOR DIMENSIONS 'A' AND 'B' 0 NOTEt SEE SHEET MISC5a OR MISC5b FOR SPECS ON MOMENT CONNECTION Live �J � 5H°� Le Fal SAAB REQUIRED FOR CONSTRAINED FOOTINGS MAX "L" FOR TOP Load ORSIDEMOUNT Wind Speed (psi) and Exposure 16" olc 24"o/c 10 130 mph Exp B 23'-9" 15'-10" 140 mph Exp B 22'-r' 19-1" 115 mph Exp C 23'4" 18'-10" 130 mph Exp C 16'-10" 12'-r' . 140 mph Exp C 15'-4" 10'-10" 20 1 140 mph Exp C 12'-5' W-3" NOT ALLOWED IN SNOW LOAD AREAS SEE GENERAL NOTE #9 FOR CORROSION PROTECTION WITH DETAIL L17 LEDGER BOARD--' Page 20 of 66 4G EAVE FRAMING 4X1.5' ALUM "A„ 4-8 #14 SMS EACH SIDE SEE NOTE ♦ 2'X6' SIDEPLATES SEE NOTE FOR THICKNESS REQUIREMENT J NO 2015 FOUR— 114 S EACH SIDE, SP PU \ C 6813 MAXIMUM FOOTING FOR DETAIL IS d=26' CIVIL ��Q� A: t t STEEL POST ,�3/8' x 9, SE EL`J� �J � 5H°� Le Fal SAAB REQUIRED FOR CONSTRAINED FOOTINGS . REBAR EMBEDDED/AT , �'B'°DEPTH' d<38' B=12' d<46' B=18' 'd<51' B=24' a a D a, 4 d *t W."rofpiol ./* OCT 02 2013 Engineers Stamp 3" d . D. Q: D d• FOO`N � I L29 d /' FREESTANDING ORR ATTACHED STRUCTURE' COLUMN TO FOOTING •CONNECTION` DETAIL C1./k Ame`nmax2,921 US Hwy 74 EXTERIOR HOME PRODUCTS Romotand,CA 9258 OWN n BEJ/CP NTS om�onent arts & Connection Details For atia & Commercial Lattice Structures T03-2012 3 of 4 ALUMINUM STUB POST n n A AN AATAI ALUM RAFTER i RAFTER SCRI DOUBLE HEP )ETAIL L32 RAFTER L31 UNDERHUNG DOUBLE RAFTERS ICC ESR1398 (2012 IBC) 9/29/2013 2"X6.625" ALUM RAFTERS .USE TWO #14 SMS FOR 10 PSF/115 MPH EXP C FOUR #14 SMS FOR ALL OTHERS 3"X8" RAFTERS USE FOUR #14 SMS FOR 10 PSF/115 MPH EXP - C FIVE #14 SMS FOR ALL OTHER LOADS ALL SCREWS REQUIREMENTS ARE PER RAFTER DOUBLE RAFTERS MATCH RAFTER SC Amerirmax- 28921 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland,CA 92585 tn,