Loading...
BPAT2016-008378-495 CALLE iAMPICO LA QUSNTA, CALIFORNIA 92253 DESIGN Application Number:. BPAT2016-0083 Property Address: 45210 DESERT HILLS CT CT APN: 604280001 Application Description: JASON HAPNER /PATIO Property Zoning: Application Valuation: $2,500.00 Applicant: CRYSTAL BLUE POOLS AND PATIOS 31166 ORANGE AVENUE NUEVO, CA 92567 u �r VOICE (760) 777-7125 FAX (760) 777-7011 �OPMENT OEPRTM'�ENT INSPECTIONS (760) 777-7153 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 70001 of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: C53, B. C-8. C27 License No. 84 843 'WC racto`rr OWNER -BUILDER DECIARATI 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 Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and th2A basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: , ( ) I, as owner of the property, or my employees with wages as their sole compehsation, 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.). (_) 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 Lender's j) Pt MENr . Date: 8/4/2016 Owner: GUNTHER GAYLENE LIVING TRUST Contractor: CRYSTAL BLUE POOLS AND PATIOS 31166 ORANGE AVENUE NUEVO, CA 92567 .x*..,. (951)906-2761 Llc. No.: 846843 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: Carrier: BENCHMARK INSURANCE COMPANY Polity Number: CST5007041 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner s6 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 La 6r Code, I shall forthwith comply th hose rrovisions. Date:—� (� Appy igloo-,% WARNING: FAILURE TO SECURE WORKERS' 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 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 ordina and state laws relating to building construction, and hereby authorize represents " e f t city to enter upon the above m nti ned roperty fo - inspection pur (J 1 Dates Signature (Applies r_Agen ): F) Date: 8/4/2016 Application Num,per: BPAT2016-0083 Owner:.' Property Address: ' 45210 DESERT HILLS CT CT GUNTHER GAYLENE LIVING TRUST APN: 604280001 Property Zoning: Application Valuation:' $2,500.00 Applicant: Contractor: CRYSTAL BLUE POOLS AND PATIOS CRYSTAL BLUE POOLS AND PATIOS 31166 ORANGE AVENUE 31166 ORANGE AVENUE NUEVO, CA 92567 NUEVO, CA 92567 (951)906-2761 Llc. No.: 846843 Detail: 187 SF PATIO COVER AT REAR YARD [DURALUM] THIS PERMIT DOES NOT 1 INCLUDE ELECTRICAL INSTALLATIONS. 2013 CALIFORNIA BUILDING CODES. ' F) 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, STD, OPEN 101-0000-42404 0 $194:34 DESCRIPTION ACCOUNT QTY AMOUNT PATIO COVER, STD, OPEN PC 101-0000-42600 0 $191.44 Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $385.78 DESCRIPTION ACCOUNT QTY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 $0.50 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.50 TOTALS: $387.28 r Description: JASON HAPNER / PATIO ADDITIONAL Type: PATIO COVER Subtype: CITY STANDARD/PRE- Status: ISSUED Applied: 8/4/2016 RSE ENGINEERED - OPEN Approved: 8/4/2016 DCL Parcel No: 604280001 Site Address: 45210 DESERT HILLS CT CT LA QUINTA,CA 92253 Subdivision: TR 23935-3 Block: Lot: 16 Issued: 8/4/2016 MFA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $2,500.00 Occupancy Type: Construction Type: Expired: 1/31/2017 MFA No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 187 SF PATIO COVER AT REAR YARD [DURALUM] THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. 2013 CALIFORNIA BUILDING CODES. 8/4/2016 Printed: Thursday, August 04, 2016 3:49:34 PM 1 of 2 LJLJ sysreMs ADDITIONAL CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES CONTACTED BRIAN, 760-899-7569, LET HIM KNOW THAT TELEPHONE CALL DUANE CLAYTON 8/4/2016 8/4/2016 PLANS WERE APPROVED AND READY TO PICK UP. CONDITIONS CONTACTS NAME TYPE NAME ADDRES51 CITY STATE ZIP PHONE FAX EMAIL APPLICANT CRYSTAL BLUE POOLS AND PATIOS 31166 ORANGE NUEVO CA 92567 ' AVENUE CONTRACTOR CRYSTAL BLUE POOLS AND PATIOS 31166 ORANGE NUEVO CA 92567 AVENUE OWNER GUNTHER GAYLENE LIVING TRUST I 45210 DESERT HILLS I LA QUINTA I CA 1 92253 Printed: Thursday, August 04, 2016 3:49:34 PM 1 of 2 LJLJ sysreMs F0117x- 1\11 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAIDDATE RECEIPT# H CK# C E METHOD PAID BY CLTD BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION PATIO COVER, STD, 101-0000-42404 0 $194.34 $0.00 PATIO COVER, STD, OPEN PC 101-0000-42600 0 $191.44 $0.00 Total Paid for PATIO COVER / COVERED PORCH LATTICE: $38S.78 $0.00 SMI - RESIDENTIAL 101-0000-20308 $0.50 $0.00 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $O.SO $0.00 TOTALS: $387.28 $0.00 Printed: Thursday, August 04,20163:4934RN 2 of 2 . ' stn.# Qt}/ Of Lc7 Quinta Bulkrmg 8i Safety Division P.O. Box 1504,78-495 Calle Tampico 14.Quinta, CA 92253 - (760) 777-7012 P Building Permit-Application and Tracking Sheet Pemlit # 'th f ZO 1 0 Project.Address: . 4S2 t O Owner's Name:. J 4S 0A) A P. Number. Address:S Z I O Legal Description: City, ST, Zip: . 22 Contractor. e� s �l Telephone: ' Address: a ©A Ave,. Project Description: City, ST, Zip: / d Ue o 2,R, U D Telephone: 9.-1 QOV Z7%( State Lie. #: City Lic. #1 Arch., Engr., Designer: Address: City., ST, Zip: Telephone: Construction Type:. Occupancy: State Lic. #: Project type (circle one) New Add'n Alter Repair Demo Name of Con= Person: ilCrj,'1 Sq. Ft : SJ # Stories: # units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS UNE N Submittal Req'd Recd TRACMG PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit. . Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Pians resubmitted.. Mechanical Giading plan TO Review, ready for corrections/•cssue Electrical Sobcontector List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. &O-A- Approval Plans resubmitted Grading IN $OUSE:- *' Review; ready for corrections/issue Developer Impact Fee Planning Approval. Called Contact Person Pub. Wks. Appr Date of permit Issue School Fees Total Permit Fees OF /N5r06: W A LL- 0 F Poo` 51+11-L- i3c 36^10&C . cC0 t��so-��(117) c_ o✓uz Proro;ed covvt- ]-CITY OM QUINTA APPROVED FOR CONSTRUCTION '� � DATE.814641U BY �L on 1 Amerlmax Exterior Home Products AlumawoodTO Patio Cover, Carport and Commercial Structure Engineering 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 2 PAGES 10 PAGES 10 PAGES 4 PAGES LT01-2012 LT02-2012 LT03-2012 LT04-2012 NP01-2012 NP02-2012 NP03-2012 N PO4-2012 9 PAGES CD01-2012 CD02-2012 CD03-2012 CD04-2012 . CD05-2012 CD06-2012 CD07-2012 • CD08-2012 CD09-2012 10 PAGES Miscla-2012 Miscl b-2012 Misc2-2012 Misc3-2012 Misc4-2012 Misc5a-2012 Misc5b-2012 Misch-2012 Misc7-2012 Misc8-2012 SOLID PANEL STRUCTURAL CONFIGURATIONS ALUMAWOOD STRUCTURAL CONFIGURATIONS LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES r LATTICE 2.0 POST SPACINGS. FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND AREAS 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 STRUCTURES SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND AREAS SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS COMPONENT PARTS AND CONNECTION DETAILS CITY OF LA QUINA BUILDING& SAFETY DEPT APPROVED FOR CONSTRUCTION r ,� I 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 CONCRETE 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 'OCT 02 2013 September 29,2013 CITY OF LA QUINTA BUILDING & SAFETY DEPT. AP' 'PRO VED . FOR CONSTRUCTION 4TEE 1 a-AGo BY �� GENERAL NOTES: 1. DESIGNED IN ACCORDANCE WITH THE 2012 INTERNATIONAL BUILDING CODE. 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2010 EDITION OF ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE INTERNATIONAL BUILDING CODE. 3. DESIGN LOADINGS: Ct = 1.2, 1= 1.0, Ce = 1.0 (ALL EXPOSURES EXCEPT B AND C WHEN LOCATED TIGHT AMONG CONIFERS) GROUND SNOW LOAD DESIGN LOAD 10 PSF 10 PSF LIVE LOAD ONLY 20 PSF 20 PSF LIVE LOAD ONLY 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 FOR 0.25/12 < SLOPE < 1/12 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 HIGHER 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. 4. THIS ENTIRE ENGINEERING PACKAGE IS NOT REQUIRED FOR MOST BUILDING PERMITS. SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE: a. GENERAL NOTES (2 PAGES) b. STRUCTURAL CONFIGURATIONS (1 OR 2 PAGES) c. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES FOR SOLID COVER STRUCTURES) OR BOTH (FOR COMBINATION STRUCTURES) d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOAD e. ALL APPROPRIATE DETAILS f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. 5. CONCRETE MIX: Fc=2500, 3000 OR 3500 PSI FOR 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# OR LESS AND THE FROST DEPTH IS 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. 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL AS PER TABLE 1806.2. ALLOWABLE FOUNDATION PRESSURE IS 1500 POUNDS PER SQUARE FOOT. LATERAL BEARING PRESSURE IS 100 PSF/FT AND IS DOUBLED PER IBC SECTION 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 SNOW/LIVE 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. 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 PARKING OF MOTOR SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN W/ NUMEROUS CLOSELY SPACED OBSTRUCTIONS VEHICLES. CARPORTS MUST HAVE AT LEAST TWO OPEN SIDES AND HAVE FLOOR SURFACES 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. EXPOSURE C: SHALL APPLY WHEN EXPOSURE B AND D (SMOOTH MUD FLATS, SALT FLATS, UNBROKEN ICE 8. AT LEAST ONE HORIZONTAL DIMENSION (PROJECTION OR WIDTH) OF COVER SHALL BE LESS THAN 30'. AND OTHER) DO NOT. 9. ALL STEEL SHALL BE GALVANIZED ASTM A-653 G90, A123 G45 OR A153 B-3, PAINTED ASTM 5 OR USE SEISMIC LOADING AN APPROVED COATING COMPLYING WITH IBC SECTION 2203.2. MAXIMUM Ss = 150% SHOWN IN 2012 IBC FIGURE 1613.3.1(1) 10. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 30041-12 AL Ss > 150% ARE NOT REQUIRED AS PER ASCE7-10 12.8.1.3 MAY BE SUBSTITUTED FOR 3004H3x. FE lOj� S1 NOT APPLICABLE TO THESE STRUCTURES SITE CLASS = D Ul BASIC SEISMIC FORCE RESISTING SYSTEM POSTS EMBEDDED INTO FOOTINGS =ORDINARY STEEL MOMENT FRAME >> R =1.25 POSTS SURFACE MOUNTED = GENERIC SYSTEM» R=1.25 -j ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE * . 602015 *. THESE ROOFS ARE NOT SUBJECT TO MAINTENANCE WORKERS AND HAVE NOT BEEN EVALUATED FOR A tp- CIV(/. CONCENTRATED 300 LBF LOAD. pfESSIO 9 FGA QR ' THE BASIS OF THE DESIGN FORCES ARE IN ACCORDANCE WITH THE BASIC LOAD COMBINATIONS DESCRIBED ��t� Pu. IN IBC SECTION 1605.3.1.1 AND NO FURTHER INCREASES ARE PERMITTED FOR PATIO COVERS RESISTING V. 2 DF WIND OR SEISMIC FORCES. m me r f a 28921 US Hwy 74 1; * • EXTERIOR HOME PRODUCTS Romoland, CA 92585 C!DRAWN 15V \P �CAUF? CMP DRAWING •OCT OZ 2013 NONE N,RREARTGENERAL NOTES ICC ESR1398 (2012 IBC) 9/29/2013 Page 2 of 66 ENGINEERS STAMP DA 0R PART SHEET _ NUMBER GN01-2012 OF 2 GENERAL NOTES: (CONTINUED FROM SHEET NO 1) 20. 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 Caeen• RDf 1 A n un to the rn ---Tr---�------ erai-Note-#3. 11. STEEL FASTENERS SHALL BE EITHER STAINLESS (3000 SERIES), GALVANIZED OR DOUBLE b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1 CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED GLAVANIZED, MECHANICALLY Exception #1 do not require additional seismic analysis. GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 300 SERIES STAINLESS STEEL. CONCRETE c. Structures not complying with (a) or (b) require additional engineering seismic analysis. ANCHOR BOLTS ARE SPECIFIED IN THE DETAILS ALL WOOD SCREWS MUST COMPLY WITH ANSI/ASME STANDARD BI 8.6.1 AHD AND AF&PA NDS -05 11.1.4. ALL LAG SCREWS MUST COMPLY WITH ANSI/ASME 818.2.1 AND AFBPA NDS -05 11.1.3. 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 =li", #10 = 8", #12 = 32" 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 EAVE 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 OR AL. CONSTRUCTION OUTSIDE OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. ICC ESR1398 (2012 IBC) 9/29/2013 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 20%. 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: I (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 CAM LY WITH TABLE L1 AND L2 ON SHEET M5. Page 3 of 66 OCT 02 2013 ENGINEERS STAMP C-339 N�H2R► L -Ai e r i ' 28921 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland, CA 92585 l'kj1 e ,C"AN' GENERAL NOTES GN02-2012 i —"2' OF 2 LENG IFS �x OF PROJECTION MIN. ULE FOR MIN. LENGTH a j S A14 NSEE O OF }}p EL � SM FABER FASCIA HEADER NSTALL COLUMN VERTICAL -PROVIDE 1 1/2- DRAIN PANE MAY OVERHANG 25% O HANG OF CLEARSPAN may, COL MAXIMUM 25% C L PROVIDE 1 1/2" IY DRAIN MIN 3.5' CONCRETE SLAB REO' 1 W/ CONSTRAINED FOOTINGS "d" " MULTISPAN ATTACHED CANTILEVERED STRUCTURE PATIO COVERS ARE LIMITED TO 12' HEIGHT, CARPORTS AND COMMERCIAL STRUCTURES ARE LIMITED TO 15' HEIGHT. ICC ESR1398 (2012 IBC) 9/29/2013 I. SLOPE 0.25%FT. END FASCIA COVER PANi,—MIN3.5' ATTACHMENT TO MIN 4' CONCRETE SLAB W/O A FOOTING MAY BE USED WHERE PERMITTED SEE SCHEDULE PROVIDE 1 NCRETE SLAB DRAIN REQ'D W/ CONSTRAINED FOOTINGS SCHEDULE FOR ING SIZE SINGLE SPAN ATTACHED STRUC?URE ?HEADER NSTALL COLUMN VERTICALLY -- -PROVIDE 1 1/2' DRAIN MIN 3.5' CONCRETE SLAB R W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY SEE SCHEDULE FOR FOOTING SIZE ted' SINGLE SPAN ATTACHED CAHiREVERm SIRUI LURE jiQIE: SEE SCHEDULE FOR POSTS. ALL POSTS TO BE INSTALLED VERTICALLY. MAY HAVE MORE THAN 2 POSTS (PER INTERMEDIATE BEAM). MULTISPAN FREESTANDING Ay5 I STRUCTURE FOR MIN 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS /_ 3/8'0 X 9' REBAR SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY SINGLE SPAN FREESTANDING STRUCTURE FOR POST SIZE POST SCHED MIN 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS PLACE 3/8'0 STL(RE-BAR) -3/8'e STEEL BAR (RE -BAR) SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY Page 4 of 66 OCT 02 2013 ENGINEERS STAMP SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY � ACD (• CD x H ' MAX. O'HANG 25% OF POST SPACING EE SCHEDULE FOR POST SPACING MIN 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS 08139\ j? "D-1055 13 v rAmmuerumlax 28921 US Hwy 74 EXTERIOR .HOME PRODUCTS Romoland, CA 92585 ?AWN Or CMP 21r. - DRAWING NONE OR PART SOLID PANEL STRUCTURAL NAME CONFIGURATIONS ORM IET SC01-2012 sHE1 OF 2 3'X8' ALUM HEADER 3'X8' STEEL C DOUBLE ALUM HEADER DOUBLE STEEL C BEAM LATTICE OVERHANG 36' MAX MULTISPAN FREESTANDING LATTICE STRUCTUR24E I LOAD OR HIGHER PSF SNOW \\\ MAXIMUMRAFTER ur. cG�Oc•`�ot0��\� ❑'HANG ---i I I ❑VERHANG I I I FREESTANDING STRUCTURE ATTACHED STRUCTURE ICC ESR1398 (2012 IBC) 9/29/2013 Page 5 of 66 TRIBUTARY WIDTH (TW) DIAGRAM * .6M3p-zD15 y CpL1F0 OCT 02 2013 ENGINEERS STAMP 9-0 SPAN SPANS 25', 3'x8. OR 3'x3' ALUM. RAFTERS CLEAR SPAN UciwL L10.TO 139 ll•.,y� SEE SCHEDULE FOR SIZE * 5 DETAIL L29 ONLY MIN 4' CONCRETENSLAB W D FOOTINGS M 3.5' CONCRETE SLAB R W1 CONSTRAINED FOOTINGSEQ�� �� 01 c D MAY BE USED WHERE PERMITTED SEE SCHEDULE SEE SCHEDULE FOR SIZE�� V MIN 3.5' CONCRETE SLAB I Y I DETAIL L29 ONLY % EXTERIOR HOME PRODUCTS• REWD W/ CONSTRAINED d 1 UFAWN 'CMP y •d• �J FOOTINGS �• , �sd- ` ED USS OR PART ALUMAWOOD STRUCTURAL NAME CONFIGURATIONS qqT NUMBER SCO2-2012 SHEET 2 OF 2 ��}{ VARIES. SEES OJECTION PROFASCIA 100% OF MIN. ANGLE SPAN ATTACHED - 2'x6.625', 3'x8' OR LATTICE STRUCTURE 3'x3' ALUM RAFTERS SR TAILS (EVER H COVER PANEL OVERMAXHANG LATTICE: SPACPNGT SEE DETAIL L3 e 9th, PROVIDE 1 1/ DRAIN 3 W. A�"KFn`s%L ph C�s_W�Yp`r/DE�03 •d MIN 3.5' CONCRETE SLAB B REQ'D W/CONS RAINED REQ'D W/ CONSTRAINED FOOTINGS SEE.SCHEDULE_FOR.�— - FOOTINGS - MULTISPAN UNITS FOOTING SIZE •d` REFER TO GENERAL SINUS SRAM ATT cum s MMM SMUMRE SINGLE SPAN FR ECTMNOINf: •' NOTE 22, MCE STRUCTURE ❑'HANG ---i I I ❑VERHANG I I I FREESTANDING STRUCTURE ATTACHED STRUCTURE ICC ESR1398 (2012 IBC) 9/29/2013 Page 5 of 66 TRIBUTARY WIDTH (TW) DIAGRAM * .6M3p-zD15 y CpL1F0 OCT 02 2013 ENGINEERS STAMP 9-0 SPAN SPANS 25', 3'x8. OR 3'x3' ALUM. RAFTERS CLEAR SPAN PLACE 3/8' 0X 9• 139 ll•.,y� SEE SCHEDULE FOR SIZE * 5 DETAIL L29 ONLY 10- c D C 5 13 t""J'Ammer o ax)28921 US Hwy 74 % EXTERIOR HOME PRODUCTS• Romoland, CA 92585 UFAWN 'CMP NONE OR PART ALUMAWOOD STRUCTURAL NAME CONFIGURATIONS qqT NUMBER SCO2-2012 SHEET 2 OF 2 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 0.024'St3"_E 328" RaRer (3inale Snanl n n,;q""..R RIs" Raft- rClnnla Cnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C ps in _.. 115 130 115 120 10 24" �20' 8'-7" 8'-7" 8•77" , 8'-7" . LIVE 20' 10'-4" 10'-4" 1 10'-4" 10'-0" 20 16" 12'-9" 17-8" 12'-0" 11'-4" LIVE 12" 15'-0" 14'-9" 13'-11" 13'-3" 2Q 24" 4'-4" 4'4" 4'-4" 7 LIVE 20" 5'-2" 5'-2" 5'-2" 5'-2- 30 16" V-6" V-6" 6'-6" 6'S" 1.3 12' 8'-r 8'-7" W-7" 8'-7" 25 24" 4'-2" 4-2" 4•_2" 4•-2" Carl Putnam, P. E. I 20' 4'-11" 4'-11" 4'-11" 4'-11" 60 16" V-2" 6'-2" 6'-2" 6'-2" 12, 8'3" 8'3" 8-Y 8-3" 30 24" W-5" • 3'S" 3'-5" T-5" 20' 4'-2" 4'-2" 4'-2" 4'-2' 16" 5-2" 5.2" 5,_2" 5•_2" 12" V-10" V-10" V-10" V-10" 40 24" 2'-7" 2'-7" 2'-r 2'-7" 20" 3'-1" 3'-1" 3'-1' T-1- 16" 3=10" 3'-10" 3'-10" V-10" 12' 1 5'-2" 1 5'-2' 5'-2" 1 5'-2" 60 24' V-9" V-9" V-9" It -9- 20" 1 2'-1" 2'-1" 2'-1" 2'-1" 16" 2'-7" 2-r 2"-r 2'-r' 12' 3'-5" 3'-5" T-5" 3'5" IACLtz 1.1 n n9d•v9wa 8951• D.P., /nnnXi"nan\ Ground . Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C ps In 115 130 115 120 10 24" 6'-9" 6'-9" 6'-9" 6'-9" LIVE 20' 7'-9" T-9" 7-4' 7'-9" 20 16" 17'-11" 17'-11" 17'-4" 16'-6" LIVE 12' 11'-1" I V-1' 11'-1" 11'-1" 20 24' V-10" V-10" 3'-10" 3'-10" LIVE 20" 4'S" 4'S" 4'S" 4'-6" 30 16' 5'5" 5'S' S'-5" 5'-5" 1.3 12" 6'-9" V-9" V-9' 6'-9" 25 24" 3'-8" 3'-8" 3'-6" 3'-8" Carl Putnam, P. E. I 20' 4'-3" 4'-3" 4'-3" 4'-3" 60 16" 5'-2" 5,-2" 5-2" 5•-2• 12" 6'S" 6'-6" V-6" 6'-0" 30 24" T-1" 3'-1" 3'-1" 3,-1" 20" 3'-8" 3'-8" 3'-8" 3'-8" 16' 4'-5" 4'S" 4'-5" 4'S" 12" V-8" 5'-8" 5'-8" 6-8" 40 24" 2'-5" 2'-5" 2'5" 2'-5- 20' 2-10" 2-10" 2-10" 2'-10" 16" 3'S" 3'-6" 3'-6' 3'-6" 12" 4'-5" 4'-5" 4'-5" 4'5" 50 24" V-7" 1'-r' V-7" T-7" 20" 1,_11" 1'-11" V-11" V-11," 16" 2'5" 2'5" 2'-5" 2'5" 12' 3'-1" 3'-1" 3'-1' 3'-1" Ground Rafter Wind Speed and•Exposure Snow Load Spacing Exp B Exp C ps in 115 130 115 120 10 24" 14'-8" 14'-8" 14'-2" 13'-6" LIVE 20" IVA" 16'-1" 15'-0" 14'-10" 20 16" 17'-11" 17'-11" 17'-4" 16'-6" LIVE 12' 20'-6" 20'-6" 19'11" 19'-0" 20 24" T-5" r-5" T-5" T-5" LIVE 20" 8'-11" 8`-11" 8'-11" 8'-11" 30 16" IV -1" 15'-10" 15'-10" 15'-10" 1.3 12" 14'-8" 14' 8" 14'-8" 14'-8" 25 24" T-1" 7'-1" r-1" r-1" Carl Putnam, P. E. I 20" 8'S" 8'-0" 8'-0" 8'-0" 60 16" 10'-r 10'-r 10'-r 10'-T' 12" 14'-0" 14'-0" 14'-0" 14'-0" 30 24" 5'-11" 5'-11" T-11" 5'-11° 20" 7'-1" r-1" r-1" r-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" 5'4" 5'-4" 5'-4" 51-4" 16" 6'-8" 6'-8" 6'-8" 6'-8" 12" V-10" 8'-10" 8'-10" V-10" 60 24" 3'-0" 3'-0" 3'-0" T -O" 20' 3'-T' 3'-r T -r 3' r 16" 4'S" 4'-5" 4'- 6'-9" 12" 5'-11" 5'-11" V-1 B'-11" n nA7w9wR R9r.' Rnftar 16A.d#1-..1 n ndn""7Y•R R7F• Rafter MI -1a Cnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s (in) • 115 130 115 120 10 24" 18'-2" 18•_2" 18•_2" 17'-7" LIVE 20" 19'-10" 19'-10" 19'-7" 19'-0" 20 16' 22'-1" 21'-8" 21'-0" 20'-5" LIVE 12" 25'-3" 23'-8" 22'-11" 22'-3" 20 24" 11"3" 11-3,• 11,_3" 11'-3., LIVE 20' 13'5" 13'-5" 13'-5" 13'-5" 30 16" 15'-10" 15'-10" 15'-10" 15'-10" 1.3 12" 18'-2" 18'-2" 18'-2" 18'-2" 25 24" 10'-8" 10'-8" 10'-8" 10'-8" Carl Putnam, P. E. I 20" 12-9" 12•_9" 12'-9" 12'-9" 60 16" 15'-6" 15'-6" 15'-6" 15'-6" 12" 17'-s" 1r-9" n'-9" 1-r-9" 30 24" V-11" V-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" 6'-9" 6'-9" 6'-9" W-9" 20" 8.-1„ 8•_1" 8,-1" •_1„ 81-11- 16" 16" 10'-0" 10'-0" 10'-0" 10'-0" 12" 13'-4" 13'-4" 13'-4" 13'-4- 60 24" 4'-G' 4'S" 4'-6" 4'-6" 20" 5'-5" 5'-5" 5'-5" 6'-5" 16" 6'-9" 6'-9" B'-9" 6'-9" 12" 8'-11" 8'-11" 8'-11" B'-11" n nd7wA•vA' Raftar Minnlo S:mnl 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 16" 25'-4" 25'-4" 24'-9" 23'-8" 20 36' 8'-2" 8'-2" 8'-2" 8'-2" LIVE 32" 9'-2" 9'-2" V-2" 9'-2" 30 24" 12•-2" 12•_2" 12•_2•• 112•-2, 1.3 16" 18'-1" 18'-1" 18'-1" 18'-1" 25 36" 7'-10" 7'-10" r-10" 7'-10" Carl Putnam, P. E. I 32" 8-9" 8'-9" V-9" 8'-9" 60 24' 11'-7" 11'-7" 11'-7" 11'-T' 16' 1T-3" 17'-T' 1r3" 17'-3" 30 36" 6'S" 6'S" 6'-6" 6'S" 32" 7'-4" 7'-4" r-4" T-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'-6" V-6" 5'-6" 5'-6" 24" 7'-4" T-4" T-4" 7'-4" 16" 10'-111110--11- 7'-0" 10'-11" 10'-11" 60 36" 3'3" 3'-3" 3'3" T-3" 32" 3'-8" 3'-8" 3' 8" 3' 8" 24° 4'-11' 4'-11" 4'-11" 4'-11" 16' T-4" 7'-4" T-4" 7'-4" AwA" RaRor IMA" .1, AA,AH-n nr Genial 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" 17'-10" 1r-3" 20 0.024" 8'-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" 8'-2" 8'-2" LIVE 0.040" 14'-6" 14'5" 14'-6" 14'5" 30 0.024" r-4" 7'-4" 7'-4" r-4" 1.3 0.040" 13'-1" 13'-1" 13'-1" 13'-1" 40 0.024' 6'-1" 6'-1" 6'-1" 6'-1" Carl Putnam, P. E. I 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" 5" Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s In 115 130 115 120 10 24" 10.3" 10•_3,• 10,_3,• Amer(max Exterior Home Products LIVE 4'-5" 11'-7" 11'-r' 11'-r 11'-7" 16" 13'-5" 13'S" 13'-5" 13'-5" 12" 28921 US Hwy 74 1° 5'-11° 16'-0" 20 24" 6'-1" 6'-1" V-1" 6'-1" LIVE 20" r-0" T-0" 7'-0" Romoland, CA 92585 TABLE 12 8'4" 8'-4" 8'-4" TABLE 1.3 12" 10'-3" 10'3" TABLE 1.4 25 24" V-10" 5'-10" 5'-10" NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN Carl Putnam, P. E. I 20" 0.040"x2"x6.625" Rafter (Mulbsoan) V-9" 6'-9" 0.042"x3"x8' Raker Wultisaanl 16" 2"1 Iwlink Plaea Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s In 115 130 115 120 10 24" 10.3" 10•_3,• 10,_3,• 10'-3" LIVE 20" 11'-7" 11'-r' 11'-r 11'-7" 16" 13'-5" 13'S" 13'-5" 13'-5" 12" 16'-0" 16'-0" 16'-0' 16'-0" 20 24" 6'-1" 6'-1" V-1" 6'-1" LIVE 20" r-0" T-0" 7'-0" T-0" 16" 8'4" 8'-4" 8'-4" 8'-4" 12" 10'-3" 10'3" 10'-3" 10'-3" 25 24" V-10" 5'-10" 5'-10" 5'-10" 20" 6'-9" V-9" 6'-9" 6'-9" 16" 8'-0" 8'-0" 8'-0" 8'-0'- '-0" 12- 12" 9'-11" W-11" 9'-11" 9'-11" 30 24" 5'-0" 5'-0" 5'-0" 5'-0" 20" V-10" V-10" V-10" V-10" 16" 7'-0" 7'-0" r-0" r-0" 12" 8'-8" 8'-8" 8'-8" 8'-8" 40 24' T-11" 3'-11" 3'-11" 3'-11" 20' 4'-r' 4'-r 4'-r 4'-7" 16" 5'-r 5'-7" V-7" 5'-7- 12- r-0" 7'-0" r-0" 7'-0" 60 24" 2'-9" 2'-9" 2'-9" 2'-9" 20" 3'3" 3'-3" 3'-3" 3'-3" 16" 3'-11" 3'-11" 3'-11" 3'-11" 12' 5'-0" 5'-0" 5'-0" 5'-0" TABLE 1.6 ICC ESR1398 (2012 IBC) 9/29/2013 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 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" 17'-9" 17'-9" 17'-9" 12" 20'-11" 20'-11" 20'-11" 20'-11" 20 24" 8'-6'" 8'S" 8'-6" 8' -6 - LIVE 20" 9'_g,. 9._9., 9._9.. 9.-g.. 16" 11'-4" 11'-4". 11'-4" 11'-4" 12" 13'-9" 13'-9" 13'-9" 13'-9" 25 24" 8'-2" 8'-2" 8•-2" 6•_2" 20" 9'-4" 9'-4" 9'-4" 9'-4" 16" 11'-0" I V-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" 8'-2" 8'-2" 8'-2" 8'-2" 16" 9'-8" 9'-8' 9'-8" 9'-8" 12" 11'-10" 11'-10" 11'-10" 11--10- 40 24" 5'3" 5'-8" 5'-8" 5'-8" 20" 6'-T' V-7" 6'-7" 6'-7" 16" 7'-10" 7'-10" 7'-10" 7'-10" 12" 9'-8" 9'-8" 9'-8" 9'-8" 60 24" 4'-0" 4'-0" 4'-0" 4'0" 20" 4'-8" 4•-B" 4'-8" 4'-8" 16" 5'-8" 5'-8" 5'-B" 5'.8-- '-8" 12' 12' 7'-1" 7'-1" 7'-1" 7'-1" ]ABLE 1.7 TABLE 1.8 Page 6 of 66 1 earloutnam�comcast.net \ Ground Rafter Wind Speed and Exposure Lynchburg, VA 24503 I ACLS 1.1! 1 ABLE l.b . OCT 02 2013 DEC 681.39 6430-20`15 * Snow Load Spacing Exp B Exp C s In 115 130 115 120 10 36" 11'-8" 1 V-8" 1 V-8" 11'-8" LIVE 32° 12'-8" 12'-8" 12'-8" 12'-8" 24" 15'-4" 15'4" 15•-4„ 15•4,• 16" 19'-8" 19'-8" 19'-8" 19'-8" 20 36" 6'-10" 6'-10" 6'-10" 6'-10" LIVE 32° T-6" 7'-6" 7-0" 7-6" 24' 9'-5" 9'-5" 9-5" 9'5" 16" 12'-8" 12'-8" 12'-8" 12'-8" 25 36' 6'4" 6'-7" 6'-r W -r 32" 7'3" 7'-3" 7'3" 7'3" 24" 9'-1" W-1" 9'-1" 9'-1" 16" 12,_2" 12'-2" 12'-2" 12'-2, 30 36" 5'-8" 5'-8" 6-8" V-8" 32' V-3" 6'3" 6'-3" 6'-3- 24' r-11'. 7'-11" r-11" 7'-11" 16' 10•-9" 10,_9" 10,_9" 10,_g„ 40 36" 4'-5" 4'-5" 4'-5" 4'S" 32" 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" T-0" T-0" 3'-0" 32" 3'S" 3=5" T-5" 3'-5- 24" 4'S" 4'-5" 4'-5" 4'-5" 16' 613" 6'-3" 6'-3" 6'-3- I ACLS 1.1! 1 ABLE l.b . OCT 02 2013 DEC 681.39 6430-20`15 * - HEADER tL1 (3004-H34 ALUM. ALLOY) FOUR #8 k SEE TABLE - BELOW FOR 4' ,L�1 SCHEDULE BRACKET USED Y1\2' X 6 1/2' RAFTERS LATTICE TUBES 2" L3 1.5'x1.5' 83' o/c 2'x2' 84' o/c 3'r.3' E6' c/c D'cTAIL L4 2'X3' 25' o/c LATTICE t=0.024', 3105 H24 0.032' or. ALUM ALLOY 0.040' O RAFTER & SIDEPLATES L4 pOSf RAFTER (3004-H34 ALUM. ALLOY) O POST H34 A/LATnCEL TUBE E y RAFTER TO 5 Allow able Trlb Width HEADER CONTINUOUS 2"AW OR 2x8" CONNECTION DOUGLAS FIR LEDGER OR BRACKETS PROVIDE SIMPSON STRONG 6063T6 TIE MSTA36 (ICC ESR 2105) AT ALUM ALLOY L t=0.060' SPLICE LOCATION COVER W/ 0.019" ALUMINUM 1� 1/4' LAG SCREW OR BRACKET USED W/ 3'x8' #14 SCREW W/ 2.5' AND 3'x3' RAFTERS EMBED INTO WOOD _ 12' STUD SEE TABLE LUMBER FLOOR 7.5 COLUMN ANC4 DOUBLE FOR QUANTITY HEADERS USE ExlsTwG s ONE BRACKET STRUCME PER HEADER Double 2x6 x 3' METAL POST Allow able Trlb Width l/lfcrd No. of #8 Screw s Speed t (In) Header 2 3 4 115 mph 0.040 Double 2x6 11' 15' M5 ON EACH SIDE OF POST. Exp C 0.042 0.047'x3"x8" 6' 9' 12' 1 LUMBER FLOOR 0.042 Double 3x8 12' 15' TO DECK FLOOR JOIST 140 nph 0.040 Double 2x6 9' 13' 15' Exp C 0.042 0.042"x3"x8" v T 9' 12' 0.042 Double 3x8 9' 14' 15' #14 Screws 170 mph 0.040 Double 2x6 8' 12' 15' Exp C 0.042 0.042"xTW" 4' v 8' 11' 0.042 Double 3x8 8' 13' IF 140 rrph 16G irin 8" Steel C 15' Exp C ' 16G nin Double Steel C 16 170 nph 16G min 8" Steel C 11' 15' Exp C 16G nin Double Steel C 15' x 3' METAL POST Type DETAIL L25 SEE GENERAL NOTE #19 AND 4 LATTICE NOTE #3 EIGHT 014 SMS UNITS MUST COMPY WITH L13 00, TWO 3/8'x6' EM3EDHENT TABLES L1 AND L2 ON SHEET 00 LAG SCREV v/ 1.0, oNE M5 ON EACH SIDE OF POST. MAX WIND SPEED IS 115 mph MIUGLAS FIR EXPOSURE C LUMBER FLOOR .071ST OR HEADER ATTACHED STRUCTURE POST TO DECK FLOOR JOIST ICC ESR1398 (2012 IBC) 9/29/2013 2-_j14 X 1^SCREFL' Each SIDE L10 TERNATE RAFTER TO WALL CONN. STUD - ��t CaalO SEE TABLE 7.6 FOR =OQ P.U' J REQUIRED FASTENERS W 8139 TWO #B SMS EACH SIDE * 01 THREE #8 SMS EACH SIDE FOR 3X8 RAFTERS IN 25 PSF d' GROUND SNOW LOADS OR 140 - . VI ���Q` MPH WIND AREAS EC 05 3 .1 /4' FOR 2 X RAFTERS 6063-T5 ALUM. AUAY, 't'= 0.0 2 3/4' FOR 3 X RAPIERS ( L7 RAFTER HANGER '. #8 SCREWS W/ 0 WASHERS SCREWS •J" N ER THAN LATTICE HEIGHT L6 LATTICE TO - - RAFTER CONN, LATTICE_ LUM. RAFTER RAFTER RAFTER HANGER (DETAIL L7) 2.5' SIX 1/4' LAG SCREWS OR #14 SCREWS V/ 2.5' OF PENETRATION INTO WALL STUD W/ MIN SG = 0.5 1' -MIN 3' X 8' ALUM RAFTER BRACKET DETAIL L7 3.00 0.72 � --1.56-10.72 -i 0.93 F -I 0.72 Iji 93 156 3.00 _.1 028�� 0.37 0.72 - -1 x•-0.17 t = 0.030' ALUM = 0.040' ALUM = 0.041' STEEL Ll l 3" ALTERNATE POST (3105 H25 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) �3' X 9' 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- 1.92' FOR 2' X 6 1/2' RAFIM L= X92' FOR 3' X 8' RAFIBIS �� X �10 1 � li R 1/4' BOLTS ASTM A307 SEE BELOW FOR QUANTITY POST ALUM RAFTERS DOUBLE OR SINGLE 3'X8' STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND NON -SPLICE O ATTACHMENT L8 Beam #of Type '1/4" bolts All C Beams "On Slab' 4 1 S Steel 3x8 4 12G Steel 3x8 8 Double 12G Steel 3x8: 8 DOUBLE HEADER 0.040'X2'X6.625' OR 0.042'X3'X8' 0.041'x3'x: STEEL POS FOUR 014 _.._ EACH SIDE v NOTE, SEE SHEET MISC5a OR MISC5b U n in FOR MOMENT CONNECTION SPECS .r 8 '�Am®i m wr 28921 US Hwy 74 GI'\Q • EXTERIOR HOME PRODUCTS Romoland,CA 92585 GA1.IF 'Wt4wif-ar ram, BEJ/CP OCT 02 2013 NTS Comeoven a & Connection Details For Patio & Commercial Lattice Structures Engineer's Stamp. a+ LT01-2012 Is 1 of 4 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA; 10 8 13'-T 16 Ga 3"x8' Steel C Beam (Detail Ll8) 12 Ga 3x8" Steel C Beam Detail18 Double 12 Ga 3"x8' Steel C (Detail1-8 32 TABLE 3.5 34 Attached Sin& Freestanding or Bathed single Freestanding or Mulled Single Freestanding or Multls an Units 37.3" E 38 spm slnxhue Mullis an Units spm Shown Multispan Units Span shchpe Muldspan Units GROUND TRIB MAX P09T MAX 38 MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REOD POST MIN FOOTER S I 1T I 151 POST NW FOOTER 8' I 17 I 15 POST MIN FOOTER S I 131 iS LOAD (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOO SPACING P09T SIZE ,I CONSTRAINED FOOTS (PSF) ON SLAB SLAB (FT) TYPE 'd' 'd 'd' •d' (FT) TYPE 'd 'd' 'd' 'd' (FT) TWE 'd' .d. 'd' 'd 34 (FT) 1Fn uou ev0na,i0en M) _. ,.. (L,) Bn) On) On) On) M) M) (n) On) (In) Qn 10 8 13'-T A 21r-1' C 32 32 34 Freestanding or 20'$ 0 90 35 38 Multls an Units 37.3" E 38 38 38 MAX POST LENGTH LIVE 45 1314' A 15-11' C 33 - 38 33 SPACIN POST SUE CONSTRAINEDFOOTER 251-T E 30 3e 30 (FT) TYPE "d' -d' 'd' "d' 3TS' E 30 'd' 'd' 'd ( On) On) M) Qn) on) 0 11'4" A 1T-1? D 33 33 33 27 24'-10' E 37 37 37 31 31'4• E 40 30 40 30 40 34 T 8.5 176• A 15.11' 0 33 33 33 27 24'4 E 37 37 37 31 376' F 40 40 40 33 7 O'-8' A 1a'-1' D 33 33 33 27 23:r E 30 38 38 90 27.0• F 41 41 41 38 7.8 9ff1' A 1514' D - 34 34 34 27 23'-1• E 30 90 30 90 27.1' F 42 42 42 33 8 8'6' A 14'6' D 34 34 34 20 22*4r E 30 39 39 30 276" F 42 42 42 33 8.8 81-W A W -W D 34 34 34 20 21'4r E 30 30 30 30 2r.11" F 43 43 43 34 9 r6• A 13'6' 0 34 34 34 26 21'-T E 40 40 40 30 2r4• F 43 43 43 M 0.8 T -T' A 13'd D 34 34 34 20 20'-T F 40 40 40 20 28' -IW F 44 44 44 34 10 V -r A 176' 0 35 3s 33 20 20'-r F 41 41 41 30 256• F 44 44 44 35 10.8 0.6' A 17.1' D 33 39 35 Z7 176' F 41 41 41 30 20'6" F 45 45 48 33 11 V -T A 11'-T D 35. 39 38 17.1' F '41 41 41 26-T F 45 45 43 38 11.8 5-11' 1% 131.1• D 35 38 35 1C -T F 41 41 41 2S.r F 40 48 40 12 516' A 17-T D 33 36 35 151-7' F 42 42 42 24'-tr F 48 40 40 13 180MPHEXPOSUREC S -T A 7-101 "„muoucmnai.FEo D 35 36 35 1r -e• F 42 42 42 24'-2' F 47 ' 47 47 10 5 13'-T A 18-10" B _ - 33 33 34 Freestanding or 27.6' 0 37 37 37 Multls an Units 91'-11' E 30 39 30 MAX POST LENGTH LIVE 5.5 1X4• A 1r-101 C 33 33 34 SPACIN POST SUE CONSTRAINEDFOOTER 20'-r E 38 38 38 (FT) TYPE "d' -d' 'd' "d' 37.11' E 41 'd' 'd' 'd ( On) On) M) Qn) on) a 11'-4' A 15.111 C 34 34 34 27 2V -V E 39 39 30 31 37-0" E 40 41 40 41 40 34 T ea 1015' A 17.7 D 34 3434 35 27 25-e E 40 40 40 31 27-2" E 42 42 41 42 33 7 014 A 1S3" D 34 34 .34 27 24'4E E 40 40 40 90 2516'F E 42 42 42 38 7.6 7.1' A 14'•101 D 35 35 36 27 24'01 E 41 41 41 90 ZT-tr F 49 44 44 33 0 76• A 14'3' 0 35 35 35 20 234 E 42 42 42 30 2r3• F 44 43 44 43 44 33 8.6 7-r A 17.01 0 35 35 35 20 23-7 F 42 42 42 30 2016• F 44 44 44 34 O 316" A 13'3' D 35 30 38 26 22'-V F 43 43 43 30 20'-r F 46 Olt 48 M 9.5 T-7 A 17-1r 0 38 Sa 30 20 2T-7 F 43 43 43 20 2$-0" F 45 45 45 34 10 V4r A 131$ 0 36 30 SO 20 2116" F 43 43 43 30 26'-4• F 40 40 48 35 10.5 816" A 12'•11 D 38 30 38 Z7 20'•101 F 44 44 44 30 24'•11" F 4a 40 40 33 11 V -T ' A 11'-T 0 30 31 30 273'F E 44 4144 43 24'-r F 47 47 47 38 11.6 170 MPH 5.11' E7(POSIIRE A C 11'-1' „r pan uou D �ronai,oe 3e o 36 30 17.01 F 44 44 44 24'•7 I F 1 47 47 47 10 9 13'-T A IT -W B 33 33 SB Freestanding or 24'-r D 37 37 37 Multls an Units 37-T E 40 40 40 MAX POST LENGTH LIVE 5.5 17<• A 18'-T B 34 34 34 SPACIN POST SUE CONSTRAINEDFOOTER 23-r D 38 38 38 (FT) TYPE "d' -d' 'd' "d' 276' E 41 'd' 'd' 'd ( On) On) M) Qn) on) 6 114' A 15.9• C 34 34 34 27 27.101 0 30 30 39 31 2e'-ir E 42 41 42 41 42 34 T 0.3 1751• A 1S -r C 35 35 35 27 21'-11' E 39 30 30 31 27-1' E 43 43 43 33 7 7.8" A 14'4' c 35 36 33 27 21'-1' E 40 40 40 90 2r4' E 43 43 43 38 7.8 7.1" A 1314 C 35 36 35 27 274• E 40 40 40 90 2741" F 44 44 44 33 a W.(r A 131-r 0 30 38 30 20 10'-0• E 41 41 41 30 20'-T F 46 40 45 33 8.5 74 A 1014 D 3a 38 30 20 17.1• E 41 41 41 30 256• P 47 45 45 34 B _r -r .A 131.3' 0 36. y 35 - 26 te'6'- E- 41 41 41 30 '251-T- F 40 40 94 94 M 9.8 r-2' A IMW D 30 38 3a 20 IV -w E 42 42 42 20 2BN" F 40 4a 4a 40 34 10 e'4 A 11'r D 37 97 37 20 tr-0al E 42 42 42 30 243• F 47 47 47 35 10.5 W -r A 11•-1" D 37 37 37 Z7 1r-1• E 43 43 43 30 23'-11" F 48 40 48 33 11 31-2" A 174 D 37 37 37 IV -r E 43 43 43 23'-0' F 48 48 45 38 11.6 5.11• A 106' D 37 37 37 151.3' E 43 43 43 23-r F 40 49 12 GENERAL 516' INSTRl1CTIONR A 17.7 F,, D M 37 _ Te 01 31 cc 37 15.11' E 43 43 43 27-10• F 49 40 49 40 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 20PSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. S. DETERMINE TRIBUTARY WIDTH FROM TABLE 32 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 3.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.5 30 16 Ga 3"x8' Steel C Beam Detail L78 12 Ga 3"x8' Steel C Beam (Detail 18 Double 12 Ga 3"x8" Steel C Dela I L8 TABLE 3.5 Aftmhed Single Freestanding or peached Single Freestanding or Aesehed sinal• Freestanding. 27 spm sw=sha• Multis an Units spm Shctwe Multls an Units Span Sb=Iwe Multis an Units GROUND TRIG MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW MOTH POST REota POST WN O 7 I 1T I 15 POST MW O 31 I 1T I 16 POST MIN 5 I 131 15' LOAD (F) SPACING FOR SPACIN POST SUE CONSTRAINEDFOOTER SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED IOOTE (PSF) ON SLAB SLAB (FT) TYPE "d' -d' 'd' "d' (FT) TWE 'd' 'd 'd' 'd' (F� TYPE 'd• 'd' 'd' 'd ( On) On) M) Qn) on) On) MI (in) M) on) on) n) 30 5 4'-10• A I(Nr E 22 24 20 28 101-V F 27 27 30 92 20'51• F 30 30 32 37 30 36 3a 30 37 37 38 38 S 5.6 4'4" A 74" E 22 23 20 28 18'-T F 20 28 20 31 256' O 31 31 S 94 w a 4'4 A V-11' E 22 23 28 27 17'-9" F 28 28 20 31 24'6' O 31 31 32 34 T 0.3 T -r A 73' E 22 22 25 27 10'-T F 28 28 20 31 24'-0' O 32 32 31 33 7 31-W A r6" E 22 22 28 27 15.8' F 28 26 20 90 23'-S" O 33 32 38 7.5 3'01 A r -T E 22 22 25 27 14'-11' F 29 20 20 90 2Z'11" O 33 33 33 33 a 3'4 A w -r E 22 22 24 20 w -r F 20 20 20 30 23151 O 34 39 34 33 33 a8 T-101 A 04' E 22 22 24 20 13'-r F 20 29 " 30 W -r O 34 94 34 34 0 76' A 0'4 E 22 22 24 26 19'-3" F 20 20 20 30 21'-T O 34 34 94 94 M 9.8 T6' A 56' E 22 22 24 20 131-r F. 20 29 2J7 20 21.2' O 90 3Q 35 34 10 76' A S-6' E 22 22 24 20 174' F 30 30 so 30 27-10' O 351 98 35 35 10.8 T-3' A 5-r E 22 22 26 Z7 11'-11• F 30 30 30 30 276' 33 160 MPH EXPOSURE C ,.. ,an uou EXPOSURE!! o O 30 30 38 38 30 9 51.8 6 e.e 7 7.5 8 8.6 0 4'-tr 44" 4'4 34r T -r Y -T 34 7-ir T -r A A A A A A A A A 176• 7-r 8'-11" 73" 7'-e" r -Y V -r 514' V -r E E E E E E E E E 25 25 25 28 23 25 25 25 25 25 25 26 25 25 25 25 26 29 , 29 29 28 27 27 27 28 20 28 31 30 30 29 20 20 2a 25 28 174• 18'-7 131.3' 156' 1516' 14'-11" W -V 13'-r 13'-r' F F F F F F F F F 30 31 31 31 32 32 32 32 33 30 31 91 31 32 32 32 32 39 32 32 31 31 32 32 32 92 93 34 34 34 33 33 33 32 92 39 28'-9• 25.6' 24'-6' 24'6' 23'51 2d-11' 276' 27.0" 21'-T F O 0 O 0 O 0 O O 34 34 35 30 30 37 37 3a 38 34 34 35 30 38 37 37 96 36 34 34 35 30 3a 37 37 3a 36 37 30 36 3a 30 37 37 38 38 OVER- HANG Post Description Max POST Detail Hgt Code TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURE9 (FT) 10' B L1 ( 8' 7 17 11' IT 17 14 15 IV 1r 17 17 201 21' 27 7 4' 4S S 6.5 V 6.51 T 7.51' w B.S 7 0.5 10 10.5 11' I. 451 5 6.8' S ON T 7.5 8' aS 7 0.5 101 10.6' 11• 11.5 7 S 6.5 w ON T 7.51 31 0.51 7 ON 10, 10.5 11' 1151 1T 3' SS a' 6.51 T 7.51 31 8.5 7 0.5 17 10.5 /1' 11.5 1T 125 4' S BS T 7.51 V ON 7 ON 17 ION 11' 11.5 17 12S 13' S ON r 7.51 7 ON 7 ON 101 10.5 11' 11.5 131 125 131 13.5 TABLE 3.3 Post Requirements for Attached Single Span Structures Post Description Max POST Detail Hgt Code 0.042"x3 -X8" Aluminum Post 10' B L1 0.024"xWx3"Post With Sideplat, 11' B L24 Clover 0.030"x311-3" Alum 11' C 1-11 Clover 0.040"x351-3' Alum 11' D 1-11 Colonial 0.062" Extruded 12' E AE 0.041"x35CJ" Steel Clover 11' F L71 0.041'x3"x3' Steel Clover 8' G 1-11 3/16"x35(3" Steel Square 151 H L21 3/16"x3"x3' Steel S uare 12' 1 1-21 3/16"x451-4" Steel Square 15 J L21 3/16'x55c5"Steel Square 15' K 1-21 TAB OLE 3.4 Post Requirements for Freestanding Structures or Mullis an Attached Structures Post Description Maximum Footing Max Helgh POST Code Detail 0.041'x35(3" Steel Clover de, 20" 9' B L71 0.041517x3" Steel Clover d- 21" 8' B 1-11 3/1651-3513' Steel Square tl= 30' 12' C 1-21 3/1 6 513 51-3" Steel Square d= 32" 8' F L21 3/16"x3"x3" Steel Square de 35" 15' F 1-21 3/16'x3'x3" Steel S uare d= 37* 131 E 1-21 113/1 N4"0" Steel S uare -F---4='r1 5' G 1-21 3/1651-5'x5" Steel S uare d- 46' 151 1 L21 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 3.5 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerlmax Exterior Home Products FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 28921 US Hwy 74 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romoland, CA 92585 10. USE THE APPROPRIATE DETAILS (1-1.1.29). DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISC5 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEA 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.5 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comeasLnel SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USETABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR1398 (2012 IBC) 9/29/2013 Page 17 of 66 OCT 02 2013 r'1 6 5/8" Lattice or Solid Panels Alun. Bracket Ct = 0.06 DETAIL L9 Lattice or Solid Paneff-7 6" MIN 0.042'x3'x8' Alga. #8 SMS 3' z 8' Henden 3' x B' Header #1 (0.042') (0.042') FOUR #14 SMS 2' x 6' Side Plate EACH SIDE F 2" MIN #14 EACH HEADER I I 3'x8'H 3"x3" POST ( 3'x3" I I 2x6.5" SIDEPLA 1 1 2" I Y14' 6 5/8' FOUR #14 SMS EACH SIDE FON 1.;C 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 CICC ESR 1917) W/ 2' EMBED L AND 1'0 WASHER OR EQUIVALENT 9e X 3"X 3""X 6.625" L25 ls, rl9 POST ISIDEPLATES ALUM. FOOTING •ALUMINUM BRACKET FOR CONNECTING— I BRACKET POST TO FOOTING OR 4' SLAB j (6063–T6 ALUM ALLOY) – t Li 'SINGLE SPAN ATTACHED UNITS ONLY tSLA;B REQUIRES SIDEPLATES AS SHOWN IN DETAIL L26 OR FOOT NG ALTERNATE 3"x3" ALUMINUM RAFTER O L30 RAFTER+440 TWO #10 OR #14 SMS ATTACHMENT LATTICE HEADER TOP MOUNT BRACKET T0.21' STEEL Fy = 33 ksi 6. BRACKET IS 1.094' WIDE SMS 8" 2x0` LED= 80AW ((Doug nr) ALUM SM ODER& Nnn: /27 RAFTER /14X1.5' wen TOP NOUNT /147.5' earns 4-8 #14 SMS .0.042"x3"x8" „A„ EACH' -SIDE HEADER I/ SEE NOTE „B„ 3'xB' HEADER CONNECTION I 2'X6' SIDEPLATES SEE + SEE NOTE FOR DIMENSI❑NS J NOTE FOR THICKNESS 'A' AND 'B' 16" o/c 24"o/c REQUIREMENTS L26 + I 140 mph Exp B 22•-T' IVA.. FOUR --#14 SMS 115 mph Exp C 23'-s•• Is• -1o'• EACH SIDE, .SPAC S$ 130 mph Exp C 18'-10" 12'-r' 140 mph Exp C is 4' 10`40' 20 NOTE, SEE SHEET MISC5o, OR MISC5b FOR SPECS ON 12'-S' 0`.3•• v 6 MOMENT CONNECTI❑N *. Live MAX "L" FOR TOP Load Wind Speed OR SIDE MOUNT (pso and Exposure 16" o/c 24"o/c 10 130 mph Exp B 23'-e•' I&-101• 140 mph Exp B 22•-T' IVA.. 115 mph Exp C 23'-s•• Is• -1o'• 130 mph Exp C 18'-10" 12'-r' 140 mph Exp C is 4' 10`40' 20 140 mph Exp C I 12'-S' 0`.3•• 1>��G NOT ALLOWED IN SNOW LOAD AREAS L a+ SEE GENERAL NOTE #9 FOR ATTACH PER CORROSION PROTECTION TABLE 7.5 V MIN GAP BETWEEN EXISTING EAVE LEDGER AND ROOF FOR WOOD FRAMING ' DRAINAGE ALUM ALL HOUSE PENETRATIONS RAFTER MUST BE COMPLETELY AND 14X1.5' SCREWS �C PERMANENTLY SEALED 6 PLACES 5)� 0.125"x1.57x1.5" STEEL ''CL (Fy=33 KSI) V BRACKET c7' 2' SPACING —C MAXIMUM FOOTING FOR DETAIL IS d=26' SEE SHEET M8 FOR STEEL POST REQUIRED SLAB FOR CONSTRAINED 3/8' x 9' STEEL FOOTINGS REBAR EMBEDDED ATWr 'B' DEPTH �. d<33' B= 9' 1• B d<46' B=18' �.4. p.G d < 51' B = 24' BETWEEN SCREWS o IDE MO N B C ET u v L27 ALTERNATIVE SPLICE FOR ATTACHED UNITS L28 * 1 MAXIMUM FOOTING SIZE IS d=26" EAVE ATTACHMENT /4 c • `Q. EAVE OVERHANG AND 'L' MUST ALSO COMPLY CAL1� WITH DETAIL L17 LEDGER BOARD OCT 02 2013 ICC ESR1398 (2012 IBC) 9/29/2013 Page 20 of 66 Engineer's Stamp 3" C a: .'9L' . V, Q CONCRETE FOOTING L29 d FREESTANDING OR ATTACHED STRUCTURE COLUMN TO FOOTING CONNECTION DETAIL -Al'iftlerimcoqVIX 28921 USHWy74 EXTERIOR HOME PRODUCTS Romoland,CA 92585 NTS For patio 8( Commercial Lattice-GRG Structures LT03-2012 3of4' 1.575' 2.25' 1 -0 091- 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' e020 GA ASTM A653 GRADE 33 STEEL BRACKET FOUR #8 WOOD SCREWS INTO RAFTER AND 2X FASCIA ONE PER RAFTER 0 , RAFTER ROOF COVERING IS A MAXIMUM DETAIL "A" OF 3 PSF HEAVIER ROOF COVERING /2X DF WOOD SHALL REQUIRE ADDITIONAL FASCIA ENGINEERING ANALYSIS U+.0I ALTERNATE 3' SQ POST CONNECTOR SEE DETAIL " r BRACKET (6063T6 ALUM) 'A' 0 RMff IF DETAIL L29 IS NOT USED ATTACH SEE GENERAL NOTE N23. IIMGM SIDE PLATES AS PER DETAIL L26 0.019" ALUM OR 0.035' 0.750' VINYL COVER 3/8' BOLTS SEE TABLE 7.3 COLUMN 'H' FOR QUANTITY ALUMINUM — OR #14 SELF DRILLING SCREWS RAFTER SEE TABLE 7,3 COLUMN 'G' FOR QUANTITY 0.875' 3'x8' 12 (t=0.1051) OR 16 GAUGE (t=0.059') STEEL C BEAM 0.042'x3'xB' BOX Fy= 50 KSI BEAM WRAP 7.75' DETAIL Ll L18 12 and 16 GA 3'x8' STEEL C BEAM W/ 0.042'X3'X8' ALUM WRAP T_ 3'-6' 1bp L21 3', 4', 5' OR 6' ASTM A500 GRADE B STEEL POST SEE GENERAL NOTE #9 FOR CORROSION PROTECTION ICC ESR1398 (2012 IBC) 9/29/201 EXISTING DF FRAMED WALL 3.5' MIN 25' MIN PENETRATION INTO WOOD FRAMING W/MIN SG=0.5 2"x WOOD FRAMING DOUGLAS FIR -LARCH #2 OR BTI SEE TABLE 7.6 J IFOR MAXIMUM FOR FASTENER OVERHANG EE SCHEDULE • SOCULE 0 RIGHT ALTERNATE EAVE ATTACHMENT MMLR L 19 HEADER SPLICE DETAIL 2_ X14 SMS 0 0 EACH SIDE 3'x8 -H 0 0 2- 2' X 6 11/2- SIDD'IAIES 3' COLUMN SI OF POST Seal with permanently /— flexible 6 waterproof \ / sealant SEE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 7,7 IUCE MUST BE ON POST CONTINUOUS 2"x6" DOUGLAS FIR LEDGER OR PROVIDE SIMPSON STRONG TIE MSTA36 (ICC ESR 2105) AT SPLICE LOCATION COVER W/ 0.019• ALUMINUM SEE GENERAL NOTE #23 1/4' Lag Screw ATTACH LATTICE COVER AS PER L7 Completely Seal with permanently flexible & waterproof sealant 1.00'min.STUCCO ATTACHMENT • DETAIL B WITH LEDGER BOARD Synthetic Stucco or other non-structural covering (1' mex, thick) Sheathing Page 19 of 66 L17 OCT 02 2013 Engineer's. Stamp Live/Snow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS "L" Solid Co%er Wind SIZE EAVE OVERHANG (24" O/c) 6" 12" 1810 24" 30" 10 pat 2x4 25'-V 20'-9' 12'-0' T-1' S -W Lattice=135 Exp C 2x8 2S0 25'-0' 25-00 1 23'-10' 1T-1" 2x8 25'-0' 25'-0' 2S-0' 25'-0' 25'-0' 10 psf 2x4 25'47 19-3" 111-0" T-1" 3'-8" Lattice -140 Exp C 20 25'-0' 25-0' 25-0' 22'-0" 16'-7" 2x8 1 26-V 25.0 25-0 2T V 25'47 20 psf 2x4 194Y 101.3" 5-10" 3'-4• r -W Lattice=170 Exp C 2x8 19'-0"191-0 1T-1' 11'-9' 8'-4' 2x8 19'0 19'-0' 1947 19'47 161-8' 25 psf 2x4 181-0' 11:1' 6'-4" 3'-8" 1'-9' Lattice=170 Exp C 2x8 181-0' 18'-0' 181-V 12'-10' 9'41 2x8 18'-0' 18'-0 18'-0' 1814Y 16-a 30 psi 2x4 1T-0' 9'-2' 6-1" 7-8" 0'-0" Lattice=170 Exp C 2x6 1T4Y 1T-0' 1S-' 10'-4' T-1" 2x8 1T -a 1T-0' 1T-00 1T-0' 14'-W 40 Pal! 2x4 14'4 8-7" 3'4- 0'-W 0'-0" Lattice=170 Exp C 2x6 14'0 14'-0' 11'-0" T-2" 4'-7- 2x8 14'-0' 14'47 i r4r 14'4Y 10'-3° 60 paf 2x4 91-0' 4'-0" O"-0" 9.17 a -(r Lattice=170 Exp C 2x6 9'-0' 9-0' V-9' 4'-0" 2'-1" 2x8 9'-0' 9'44 9'-00 V_r 5'-10" LAmenrm EXTERIOR HOME PROD AWN an TYPE. BEJ/CP NTS Commen Part LT02-2012 sal• 630-201. CIVIL . .0 201 28921 US Hwy 74 S Romoland, CA 92585 Connection Details cial Lattice Structures 2of4