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BPAT2016-010378-495 CALLE TAMPICO LA QUINTA, CALIFORNI Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: Applicant: T-iht 4 etfv Qulftro $5,000.00 CALIFORNIA SHOWCASE CONSTRUCTION INC 1507 MARLBOROUGH AVENUE RIVERSIDE, CA 92507 N & DEVELOPMENT DEPARTMENT BUILDING PERMIT VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner: MARIA GARCIA 54345 AVENIDA OBREGON 203 SF LA QUINTA, CA 92253 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: B License No.: 912352 {� DAG Cont('L71 _ _ ractor:.� tXv��Cv 6n r. e -"Mmmommm'441019r> OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law f& the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure; prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a, permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (') 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I ) 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 the Contractors' State License Law.). (_) I am exempt under Sec. B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby'affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: Date: 10/27/2016 Contractor: CALIFORNIA SHOWCASE CONSTRUCTION INC 1507 MARLBOROUGH AVENUE RIVERSIDE, CA 92507 (951)682-0208 Llc. No.: 912352 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: STATE COMPENSATION INSURANCE FUND Policy Number: 9029521 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. 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 ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above-mentioned property for inspection purposes. Date��/tel _rte Signature (Applicant or Agent): Date: 10/27/2016 Application Number: BPAT2016-0103 Owner: Property Address: 54345 AVENIDA OBRE_GON MARIA GARCIA APN: 774241016 54345 AVENIDA OBREGON Application Description: GARCIA RESIDENCE / PATIO COVER 203 SF LA QUINTA, CA 92253 Property Zoning: Application Valuation: $5,000.00 Applicant: Contractor: CALIFORNIA SHOWCASE CONSTRUCTION INC CALIFORNIA SHOWCASE CONSTRUCTION INC 1507 MARLBOROUGH AVENUE 1507 MARLBOROUGH AVENUE RIVERSIDE, CA 92507 RIVERSIDE, CA 92507 (951)682-0208 --------------------------------------------------------------------------------------------- Llc. No.: 912352 Detail:.203 SF LATTICE ALUMAWOOD PATIO COVER AT SIDE YARD. PER 2013 CALIFORNIA BUILDING CODE Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.65 FINANCIAL •• • 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 $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: $202.16 DESCRIPTION ACCOUNT QTY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 $0.65 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.65 Iain ff y a. Permit u Project Address: ` � — (ity of L Quhita Guiding &r Safety Division 78-495 Calle.Tanipico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking. Sheet �Dc Owner's Name: \ A. P. Number: Address: IJ •Fn Legal Description: City, ST, Zip: n o ' Ctra ct r: ' 0 K Y� Telephone e Address:' --0-1- Project Description: t e City, ST, Zip: e Tleh n — P 0 Z O –OR ..................... CO State Lie. # :a o F5 Z City Lie. #; Arch., Engr., Designer: Address: City, ST, Zip: Telephone: ne: � . ................. ...... ri Type; e• Oecu aneY. Con tructi a 'e ,. S t t Lie. # Project type (circle one): New Add'n Alter Repairai r Demo Name of Contact Person: Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project. `v ("00 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Cales. Called Contact Person Plan Check Balance. Title 24 Catcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"a Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.T. II.O.A. Approval Plans resubmitted Grading IN MOUSE:- '"! Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. 11'ks. Appr Date orpermit issue School Fees, 1 • Total Permit Fees A A 44 J � � Showcase Construction Customer: APA 6AeC/14 5 3 � IS P, 661 6A) 3 1507 Marlborough Ave. Riverside, CA 92507 ®!free (951) 602-0208 Fax(951)686-2769 measure date:.//- 21/ /G6 lot size: '11i92— house size: Z Od garage size: 6ZI P/C size:_ 2�3 lot coverage: `�r� Amerimax Exterior Home Products AlumawoodTM Patio Cover. Carport and Commercial Structure EnaineerinA 2012 IBC PAGES DRAWING SECTION DESCRIPTION 2 PAGES GN01-2012 GENERAL NOTES GN02-2012 • 2 PAGES SC01-2012 SCO2-2012 4 PAGES 4 PAGES SOLID PANEL STRUCTURAL CONFIGURATIONS ALUMAWOOD STRUCTURAL CONFIGURATIONS LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO' STRUCTURE IN 115 4 PAGES LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS 4 PAGES LT01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES LT02-2012 LT03-2012 LT04-2012 j 2 PAGES SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURE: 10 PAGES SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND AR 10 PAGES I SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AR ; 4 PAGES NP01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS NP02-2012 gl N NP03-2012 i NP04-2012 I QUO GQ� PU 9 PAGES CD01-2012 COMPONENT PARTS AND CONNECTION DETAILS CD02-2012 CD03-2012 * 61301 ': CD04-2012 _ CD05-2012,9 , IVI1 CD06-2012 CA� CD07-2012 CD08-2012 CD09-2012 ` 10 PAGES Miscla-2012 MISCELLANEOUS DETAILS Misclb-2012 MISCELLANEOUS DETAILS Misc2-2012 FAN BEAM DETAILS Misc3-2012 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES Misc4-2012 7.0 FOOTING AND SLAB ATTACHMENT TABLES Misc5a-2012 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS Misc5b-2012 7.0 REQUIREMENTS FOR SURFACE MOUNTED.POSTS ON CONCRETE SLABS OR FOOTINGS Mis66-2012 7.0 FORCES ON EXISTING STRUCTURES Misc7-2012 STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS Misc8-2012 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS W C) 0z OCT 02 2013 September 29, 2013 r 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 10 PSF 20 PSF 25 PSF 30 PSF 40 PSF 60 PSF FOR 0.25112 < SLOPE < 1/12 DESIGN LOAD 10 PSF LIVE LOAD ONLY 20 PSF LIVE LOAD ONLY 21 PSF DESIGN ROOF SNOW LOAD 25.2 PSF DESIGN ROOF SNOW LOAD 33.6 PSF DESIGN ROOF SNOW LOAD 50.4 PSF DESIGN ROOF SNOW LOAD WIND SPEEDS IN THE 2012 IBC ARE "ULTIMATE DESIGN WIND SPEED". ALL STRUCTURES DESCRIBED IN THIS REPORT ARE DESIGNED USING PRESSURES CALCULATED FROM "ULTIMATE DESIGN WIND SPEEDS" FOR RISK CATEGORY II. FOR ATTACHED STRUCTURES THE MAXIMUM MEAN ROOF HEIGHT OF THE EXISTING STRUCTURE IS 30'. Kzt WAS ASSUMED AS 1.0 FOR ALL WIND LOADS. SITE LOCATIONS REQUIRING 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. NOTE: EXPOSURE B: SHALL APPLY WHEN THE GROUND SURFACE ROUGHNESS CATEGORY B (URBAN AND ' SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN W/ NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF A SINGLE FAMILY DWELLING OR LARGER) PREVAILS IN THE UPWIND DIRECTION FOR A I DISTANCE OF AT LEAST 1500 FT. I EXPOSURE C: SHALL APPLY WHEN EXPOSURE B AND D (SMOOTH MUD FLATS, SALT FLATS, UNBROKEN ICE AND OTHER) DO NOT. SEISMIC LOADING MAXIMUM Ss = 150% SHOWN IN 2012 IBC FIGURE 1613.3.1(1) Ss > 150% ARE NOT REQUIRED AS PER ASCE7-1012.8.1.3 S1 NOT APPLICABLE TO THESE STRUCTURES SITE CLASS = D BASIC SEISMIC FORCE RESISTING SYSTEM POSTS EMBEDDED INTO FOOTINGS =ORDINARY STEEL MOMENT FRAME >> R =1.25 POSTS SURFACE MOUNTED = GENERIC SYSTEM >> R= 1.25 ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE THESE ROOFS ARE NOT SUBJECT TO MAINTENANCE WORKERS AND HAVE NOT BEEN EVALUATED FOR A CONCENTRATED 300 LBF LOAD. 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 WIND OR SEISMIC FORCES. 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 LIVEISNOW AND WIND LOAD e. ALL APPROPRIATE DETAILS f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. 5. CONCRETE MIX: Fc=1500, 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 MAYBE BUILT ON 1000 PSF BEARING SOIL. W/0 ADDITIONAL ENGINEERING. MINIMUM FOOTING DEPTH IS THE LOCAL FROST DEPTH. 7. 20 PSF AND HIGHER LIVE LOAD STRUCTURES MAY BE USED AS COVERS FOR PARKING OF MOTOR VEHICLES. CARPORTS MUST HAVE AT LEAST TWO OPEN SIDES AND HAVE FLOOR SURF S MADE OF APPROVED NONCOMBUSTIBLE MATERIAL OR ASPHALT. 8. AT LEAST ONE HORIZONTAL DIMENSION (PROJECTION OR WIDTH) OF COVER 9. ALL STEEL SHALL BE GALVANIZED ASTM A-653 G90, A123 G45(4OR A1153 AN APPROVED COATING COMPLYING WITH IBC SECTION 2203.2. 9." 10. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHSMAY BE MAY BE SUBSTITUTED FOR 3004H3x. LESS THAN 30'. A755 OR USE 3004H2x ALUMINUM J JN 02 2016 �Amerimaxr 28921 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland, CA 92585 CMP OCT 02 2013 NONE NUAMEaK' GENERAL NOTES ICC ESR1398 (2012 IBC) 9/29/2013 Page 2 of 66 SHEET ENGINEERS STAMP Irs GN01-2012 1 OF 2 WCH10 L "CIV/ ••ENS�c �. y�i ��O ••, . ...,,.R;r PROFESSIONAL ENGINEERING PS PAGE 18 7 P.B.N..,�9f� v�..TC••�E-1.2065 �iipS -� • L sF`O'"-'•»..FOF NE ,t, PUTiv ��STERq ��.•`oV. dor )FESSIONA PE -5505 _ p kH D P ::tk► M. 112 4 F 1 S910H `� • ��`�OF 0H t .f, �F, F !/� ♦` Q►L p N ',, 1NE�j�, �� oes.♦�� , ...�SSrO� +'Q }, 4 � � • = �•• ....: � '9 P AR '�,�� :'' • : � � CARL -9� 'g'� ;• -.5 • .. REG. No ..• �� No, �9� PU•�N M 1!`� ,' P ESSI co P(1TNA ' �i R�� '9191 ru �t ti: t f ►�♦ ,,�� t/tlytl -p .� NGIN W 2✓31/ t3 pU 'j1 CA final ERg;�e ��,,G ••'� EMS �'Sl,�i� �,adauou►uuu,, �. z !/C S .'{2��`''• 4575 d• CIV1 : ? 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L t, Pu Q'' • ' •' •�'�'�� 4i OF�cw rt`%. �4-.,f �• 1c ,,��i�i ,�� ) -1• 1�/ ��.�►� � .. �, •.� PUT : ` Q • i. �'9 ._ G �C NSE •..... �' �_ Uy ti� �m PR F S101va� 2 , w Zo pvnvAM pUSNA pQ; ........... 9 �:.S-s� O �Ty*^.:, y5`oNAL. 006 = w_ - G�39 E"GI EER c 5 Aft = o ,-.�'•Q Q 1 �: -.!L gIQ_ fN aG : W- �� N 1 i 58-C (3:i1c; c4M ; • 0.1-79 �• EXr t�, � l-' � � No. 46524 s SEA 3SIO�u- F A ��• °9 9F �p 0.O, ;.30683 PUTNA�A: ' 0.5860906 �� .-•.• •�1 3 C1,11 �' * • • .. •' D G/STEP , .t� • ! til`:••' • ' CA - >y.r,,�\��CE • �; �...;<aRe N e� 6813r9�, PL��`• vE All r�r�pitrns�� oNAI`�G .FS ., Q•.• _ i cf,t_ • • ..,,NS I �; `' •' • :� C • F,y�INE�C: Q, � ,ENGtt�i�E>A � • ► � l i i '• ''4 ��•• pE071202 6/3012017 ICO ESR1398 (2012 IBC) 9/29/2013 Page 1 of 66 '��''��, ;llist"' as "` � A s�S •`�gTEOFV� s ll !!/�jf �9TFnC+VrL�cO��\P JUN 02 2015 • 3'X8' ALUM HEADER 3'X8' STEEL C Ij0 BLE ALUM HEADER DOUBLE STEEL C BEAM LATTICE.AVERHANG 36' MAX 24' MA„X/ FOR 30 PSF SNOW LOAD ,DR HIGHER si CONCRETE SLAB V/ CONSTRAINED FOOTINGS ❑'HANG— PROMDEI DRAJN MULTISPAN UNITS REFER TO GENERAL NOTE 22. I v. much AN FREESCANDING IarnCE STRUCTURE {_'. LATTICE OVERHANG 36' MAX 24' MAX FOR 30 � PSF SNOW LOAD OR 'gyp POSE HL HIGHER 3'x 8`x 12 or 16 GA. `v FORBEAM WRAP DETAIL, �ITy p DETAIL 'L18'. ATTACHMENT TO MIN 4' MIN 3.5' CONCRETE SLAB REQ'D w� CONCRETE SLAB W/O FOOTINGS W/ CONSTRAINED FOOTINGS MAY BE USED WHERE PERMITTED SEE SCHEDULE FOR SIZE—� SEE SCHEDULE DETAIL L29 ONLY �� P a FA0l5AcW!kr" 100% OF .) 2'x6,625', 3'x8' OR T� )4 31x3' ALUM RAFTERS"` H MAX. LATTICE: OVERHANG SEE DETAIL L� SEE SCHEDULE FOR FOOTING SIZE rL VERHANG MIN 35' CONCRETE SLAB MIN 3.5' CONCRETE SLA\ REQ'D REQ'D W/ CONSTRAINED OOTI W/ CONSTRAINED FOOTI FOOTINGS FNGS SINGLE SPAN FREESTANDING LATTICE STRUCTURE FREESTANDING STRUCTURE ATTACHED STRUCTURE ICC ESR1398 (2012 IBC) 9/29/2013 Page 5 of 66 TRIBUTARY WIDTH (TW) DIAGRAM 4 RAFTER SPIN Q SPAN) OR MORE SPANS --2'x6.625', 3'x8' OR 3'x3' ALUM. RAFTERS >PLACE 3/8' OX 9' SEE SCHEDULE FOR SIZE DETAIL L29 ONLY CLEAR SPAN Amerima)c2,,2, US H 74 Hwy t * EXTERIOR HOME PRODUCTS Romoland, CA 92585 :CMP CJ►1.lF DRAWING A.LUMAWOOD STRUCTURAL NONE OR,EMT CONFIGURATIONS OCT 02 2013 S Er " ENGINEERS STAMP M SCO2-2012 2 OF 2 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 0.024". x6.625rRafter, Sin le S an o.03Tx2"x6.625" Rafter Sin le Span —Ground` -Rafter=�Wind-Speed'and Wind Speed and Exposure Exposure Snow Load Spacing Exp B Exp C S iD 115 130 115' 120 10 24" 8'-7" V-7" 8'8'r" 8'-T'7 RIVET 20" 10'-4" 10'-4" 10'-4" 10'-0' 9'4" 16" 12'_9" 12•_8" 12'-0" 1 V-4- 111_1" 12" 15'-0" 14'-9" 13-11- 13'-3" 20 24" 4--0" 4'-4- 4'4" 4' -4 - LIVE 20" 5'-7' V-2" 5'-2" 5'-2" 5'-5" 16- V-6" 6'-6" 6'-6" VV' 6'-9" 12" V-7" 8'-7" 1 8'-7" 8'-T' 25 24" 4'-2" 4'-2" 4'-2" 4'-2" 4'-3" 20" 4'-11" 4'-11" 4'-11" 4'-11" 5'-2" 16" V-2" 6'-2" 6'-2" 6'-2- 6'-6" 12" V-3" V-3" V-3" W-3- 30 24" T-5" T-5" T-5" 3'.5- 3'-8" 20" 4'-2" 4'-2' 4'-2" 4--2" 4'-5" 16" 5'-2" 5•_2" 5•_2" 5•_2" 5'-V' . 12" V-10" V-10" 6'-10" 6'-10" 40 24" 7-7" 2'-r' 2'-7" Z-7- 2'-10" 20" 3--1" 3-4- 3--1" T-1" T-6" 16" T-10" T-10" T-10" T-10" 4'-5- 12" T-7' 5'-2" 5'-2" 5-2" 60 24" V-9" V-9" 1'-9" 1'-9" 1'-11" 20" 7-1" 7-1" V-1" 2'-1" 2'-5" 16" 2'-7" 2'-T' T-7" VT' T-1" 12" T-5" T-5" 3'-5" 3'-5" IMDLC 1.! n n9d"vl-vA 99r." RoRar lKAWfknar%l Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C 1 s in 115 130 115 120 10 24" V-9" V_9" &%-9" 6--g- LIVE 20" 7'4" 7'4" 7'4" 7'-9" 20 16" 914" 9'4" 9'-1" 9'-1" LIVE 12" 11•_1" 111_1" 11'_1" 111_1" 20 24" TAW T-10" T-10" TA o" LIVE 20" 4'-6" 4--6" 4'-6" 4'-6- 30 16" V-5" 5'-5" V-5" 5'-5" r'VE 12" V-9" 6'-9" V-9- V-9" 25 24" T-8- 3'-8" T-8" T-8" 20" 4'-3" 4'-3" 4'-3" 4-4- 60 W 5'-2" 5'-2" 5'-2" V-2" 12" V-6" 6'-6" V-8" V-6- 30 24" T-1" 3'-1" T-1„ 3'-1' 20" 3'-8" 3'-8" 3'-8„ 3,-8" 16" 4'-5" 4'-5" 4'-5" W-5- 17' 5'-8" 5'-V' . V-8- 5'-8" 40 __12- 24" 2'-5"73" 4'-5" 2'-5- 7.5" 20" 2'-10" 2'-10" 2'-10" 2'-10" 16" 3'-6" T-6" 3'-6" T-6- 12" 4'-5" 4'-5- 4'-5" 4'- 60 24" T -T' V-7" V-7" 1'-7" El 20" 1'-11" 1'-11" 1'-11" V-11" 16" 7-5" 2'-5" T-5" V-5" 12- T-1- T-1" T-1" T -1 - I14DLC 1.0 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 115 130 115 120 10 24" 14'-6" 14,-B" 14,_2" 13•_6" LIVE 20" IVA" 16'-1" 15'-6" 14'-10" 20 16" 1r-11" 17'-11" 17'-4" 16'-0" LIVE 12" 20'-6" 20'-6" 19'-11" 19--0" 20 24" 7'-5" T-5" 7'-5" 7'-5" LIVE 20" V-11" V-11" 8'-11" 8'-11" 30 18" 111_11, 111_1" 11,_1" 11'_1" r'VE 17' 14'-0" 14'-8" 14'-8" 14'-8" 25 24" T-1" r-1" 7'-1" T-1„ 20" 8'-6" 8'-6' 8'-6' 8'-6" 60 16" 10'_7' 10•_7" 10'-7" 10•_7•, 12" 14'_0" 14,_0" 14'-0" 14•_0•, 30 24" 5'-11" V-11" 5'-0" 5'-11" 20" 7'-1"•7'-1" 5'-10" 15'-11" T-1" 7•-1" 16" V-10" 1 8'-10" V-10" V-10" 17' 11'-9" 111_9" 111_9" 111_91, 40 24" 4'-5" 4'-5" 4'-5" 4--5" 20" 5-4„ 5.4„ 5.4- 5'-4" 16" V-8" 6'-8" 6'-8" 6'-8" 12" 8'-10" 8'-10" 8'-10" V-10" 60 24" 3'-0" 3'-0" 3'-0"3'-0" 4'-6' El 20" T-7- T-7- T-7- 3'-7" 16" 4'-5" 4'-5' 4'-5- 4'-5" 12" 5'-11" 5'-11" 5'-11" 5--11" 1L17R-Ol140 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp 8 Exp C s in 115 130 115 12 10 24" 10'-3" 10'-3" 10'-3" 10'-3" LIVE 20 11'-T' 11'-7" 11'-7" 11'-7" 20 16" i3'-5" 13'-5" 13'-5" 13'-5" LIVE 12" 16'-0" 16'-0" 16'-0" 16'-0" 20 24" V-1" V-1" 6'4' 6' -1 - LIVE 20" 7'-0" 7'-0" T-0" 7'-0" 30 16" 8'4" VA" 8'-4" V-4- r'VE 12' 10'-3" 10'-3" 10'-3" 10'-3" 25 24" 5'-10" 6'-10" V-10" V-10" 20" 6._6„ 6,_9„ 6,_9" 6._9.. 60 16" 81-0" 81_0" 81-0" V-0" 12" 9'-11" 9'-11" 9'-11" 9'-11" 30 24" 5'-0" 5'-0" 5'-0" 5'-0" 20" 5'-10" 5'-10" V-10" V-10" 16"T.0- 13'-4" T-0" 7•-0" 7•-0" 12" 8'-8" 8'-8" 8'-8" 81_8" 40 24" T-11" T-11" T-11' T-11" 20' 4'-7" 4'-7" 4'-7" 4'4" 16" 5'-7" 5'-7" T-7" 5'-7- 12' 7'-W 7'-0" T-0" r-0" 60 24" 7-9" 2'_9" 2'-9" 4'-6' El 20' 3'-3" 3'3' 3'3" T-3" 16- 3'-11- T-11" T-11" T-11" 12" 5'-0" V-0" 5-0" 5'-0- IMDLC I.r A nAn"vo""A A -2K" 0�finr /Ginn!. 4-n1 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp a I Exp C s in 115 130 115 120 t0 24" 18'-2" 18'-7' 18'-2" 1T-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" 27-11" 22'-3" 20 24" 1 V-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" r'VE 12" 18'4" 18'-2" 18'-2" 18'-2" 25 24" 10'-8" 10'-8" 10'-8" 10'-8" 20" 12'_8'• 12•_9" 12,_9" 12•_9" 60 16" 15'-6" 15'-6" 15'-6" 15'-6' 12" 17'-9„ iT-9" 17'-9" 17'-9" 30 24" 8'-11" V-11" V-11" 8'-11" 20" 10'-8" 10'-8" 10'-8" 10'-8" 16" 13'-4" 13'-4" 13'-4" 13 -4 - IV' 16'-3" 16-3" 16'-3" 16'-3" 40 24" V-9" 6'-9" 6'-9" 6'-9" 20" 8'-1" 8'-1" 8'-1" 8'-1" 16" 10'-0" 10'-0" 10'-0" 10'-0" 17' 13'-4" 13'-4" 13'-4" 13'4" 60 24" 4'1" 4'-6" 4' 6" 4'-6' El 20" 5'-V' 5'-5" 5'-5" 5'-5" 16" 6'-9" 6'-9" V-9" 6'-9" 17' 8'-11" 8'-11" 8'-1 S" 8'-11" n AAV" -,.A" Raffx Minnim Cnnnl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C a in 115 130 115 120 10 36" 16•_1" 16'_1" 161_1" 13'-9" LIVE 32" 18_1" 16'_1" 17'_9" 16'_11" 20 24" 21'-0" 21'-0" 20'-5" 19'-6- LIVE 16" 25' 4" 25'4" 24'-9" 23'-B' 20 36" 8'-2" 8'-2" V-2" V-2" LIVE 32" T-2" 9'-2' V-2" g'-2„ 30 24" 12•_2" 12'_2" 12•_2" 12'_2" r'VE 16" 18_1" 118'_" 18'-1" 18'-1" 25 36" T-10" T-10" T-10" r-10" 32- V-9- 8'-9- 8'-9" 8'-9" 60 24" 11'-7" 11'-7" 11'-7" 11'-7" 16" 1r-3" 17'-3- iT-3" 17'-3" 30 36" 6'-6" 6'-6„ 6'-6" 6--6" 32" 7'-4" r4" 7'4" r-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" V-6- 5'-6" 5'4" W-6- 24" 7'4- T-4" 7'4" r-4- -4"16" 16.. 101-11"1101-11" 8._8„ 10'-11" 10'-11" 60 36" 3'3" T-3" 3'3" T-3" El 32" 3'-8" T-8" T-8" 3'-8" 24"4'-11" 5' 8" 4'-11" 4'-11" 4'-11" 16" 7'-4" 7'4" 7'4" r-4" TABLE 1.3 IAULk 1.4 NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN n ndn,4vxA A95" Rnfiar (Mldfisnanl 0.047k3"x8" Rafter fMultisoanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s n 115 130 115 120 10 24" 13'-9" 13'-9" 13'-9' 13'-9" LIVE 20" 15'-5" 15'-5' 15'-5" 15'-5" 20 16" 17'-9" 17'-9" 17'-9" 17•_9"• LIVE 12" 20'-11" 20,-11" 20'-11" 20'-11" 20 24" 8'-e" V-6" 8'-6" V-6" LIVE 20" 9'-9" 9'-9" 9'-9' 9'-9" 30 16" 11'-4" 11'-4" 11'-4" t V-4" 12" 13'-9" 13'-9" 13'-9- 13'-9" 25 24" 8'-2" V-2" 8'-2" V-2" 20" 9'-4" W-41" g,-4" W-4 - 60 16" 11•_0, 11'-0" 11'-0" 111_0" 12" 13,-4" 13'-4" 13'4" 13'-4" 30 24" 7'-1" 7'-1" T-1" T-1" 20" V-2" 8'-2" V-2" V-2" 16„ 9,-8" W-13" V -S" 9'_8„ 17' 11'-10" 11'-10" 11'-10" 11'-10- 40 24" 5'-8" 5'4" 5'-8" 5'-8" 20" V-7" 6'-7" V-7- 6'-7" 16" T-10" T-10" 7'-10" 7'-10" 17' 9'-8" 8._8„ 9,-0. 8.-0„ 60 24„ 4'-0" 4'-0" 4'-0" 4'-0" El 20" 4'-8'- 4'-8" 4' e" 4 -e" 16" 5' 8" 5'-8" 5'-8" 5'-8" 12" 7'-1" T-1" 7'_1" 7'-1" -ABLE 1.13 ICC ESR1398 (2012 IBC) 9/29/2013 Page 6 of 66 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 116 130 115 120 10 36" 11'-8" 11'-6" 11'-8" 11'-8" LIVE 32" 12'-8" 12'-8" 12'-8" 12-8" 20 24" 15'-4" 15'-4" 15'-4" 16-4- LIVE 16" 19'-6" 19'-8" 191_8" 19'-8" 20 36" 6'-10" V-10" V-10" V-10" LIVE 32" 7'-6" 7'-6" 7-6" r-6" 30 24" 9'-5" 9'-5" 9'-5" 9'-5" 16" 17-8" 17-8" 12'-8" 12'4" 25 36" V-7" V-7" 6'-7" V-7" 32" T-3" T-3" T-3" T-3" 60 24" 9'-1" 9'-1" 9'-1" 9'-1" 16" 12'-2" 12'-2" 12'-2" 12'-2" 30 36" 51-8" 5'-8" 51-8" 5-8- 32" 6'3" V-3" B'3" V-3- 24" 7'-11" 7'-11" T-11" T-11" 16" 10'-9" 101_9" 101_9" 101_9" 40 36" 4'3" 4'-5" 4'-5" 4'-5" 32" 4'40" 4'-10" 4'-10" 4'-10" 24" 6'3" 6'-3" 6'3" 6'-3" 16- W-8- V-8' W-13" V-8" 60 38" 3'-0" 3'-0" 3'_0 3'-0" 32" 3'-5" 3'-5" 3'-5" 3'-5" 24" 4'S" 4'-5" 4'-5" 4'-5" 16" V-3" 6'3- V_3" 6--3" IPMLL l.a 3"x3" Rafter 06" ole (Mullisoan nr Sinalel 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" 17'_3" 20 0.024" V-5" 8'-5" 8--5" 8'-5" LIVE 0.040" 14'-10" 14'-i 0" 14'-1 D" 1 14'-10" 25 0.024" V-2" V-2" 8'-2" 8'-2" 0.040" 14'-6" 14'-6" 14'-6' 14'-6" 30 0.024" T-4" 7'-4" T-4" 7'.4- 0.040" 13•_1" 13,_1" 13•_1" 13•_1" 40 0.024" 6'-1" 6'-1" 6'-1" 6'-1" 0.040 11•_2" 11•_2" 11•_2" 11•_2" 60 0.024" 0.040" 4'-8" 8'-10" 4'-8" 8'-10" 4'-8" 8'-10" 4'-8" 810- Amerimax E 28921 US Hv Romoland, Carl Putnam 3441 ivylink Lynchburg,' Cariputnarn OCT 02 2013 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS NORMAL L12) .bce Mult(span Units QR42)(21W,' ox.Heam 0eteil't1j,.slw Dou101e0.042X: MAx POST LENGTH TABLE 2.7 6nchedsingte Freestanding or ched POST ' �� an strucaae Mul05pan Units Span Str GROUND TRIB MAX POST MAX Freestanding or Ir -10• MAX POST LNFOOTEF MAX Structure SNOW WDTH POST REO9 POST MIN FOOTER 6 I 16 POST MIN F LOAD (FT) SPACING FOR SPACI POST SIZE CONSTRAINEDSPACIN 18'-10" POSTON MAX 24 SLAB SLAB (FT) TYpE 'd' -d' 'd' (Fr) TWE SNOW WIDTH FT) RE POST MIN FOOTER On) M) (m) MIN FOOTER Single Freestanding or L12) .bce Mult(span Units 0.042 -XT " Box Beam Detail L1) MAx POST LENGTH MAX X7TER 4 I 16 I 17 POST SDE CONSTRAINED FOOTFF SPACIP •d' 'd" 'd' V (FT) (in) ) I (in) On) 28 i0l&W.625'(Detail L12) EXPOSURE 0.042 -XT " Box Beam Detail L1) Double 0.042"x3"x6' (Detail L12) Double 0.04(l .625' Detail 1-12) Attached Freestanding or 29 TABLE 2.1 6ea,ed Siegle Freestanding or 28 AOached single Freestanding or Ir -10• Afinehed sh&l Freestanding or Structure Mullispan Units 29 10 span strucbae Muftis an Units A 6pan Sh mt a Mullispan Units 18 span swehae jMultispp Units 26 MAX POST LENGTH GROUND TR39 MAX POST MAX 18'-10" MAX POST LENGTH MAX 24 25 MAXPOSTLENGTH MAX 3.5 19'-5' MAX POST LENGTH 175' 6 I 16 I 17 SNOW WIDTH POST RE POST MIN FOOTER 6 I 16 I 12 POST MIN FOOTER r I 16 I f2 POST MIN FOOTER 6 I 16 I 12- JNFGOTEA 612E CONSTRAINEDFOO LOAD (FT) SPACING FOR SPACIN PO SDE CONSTRAINEOFOOT SPACIN POST SDE CONSTRAINEDFOO SPACINGP 21 SDE CONSTRAJNEDFOOTIEF I 'd' -d" "d' -d- (PSF) 21 ON SLAB SLAB (F'r) TY 'd' -d' -d' -d' (FT) TYPE -d" -d' 'd' 'd' (FT) 24 'd" "d' "d' -d" On) n m ON 26 27 (FT) 8 21 M) gni On) NI) { 5 Ml On) On) Onl 11'-2' A (I.) On) (in) M) r f0 IL 115 MPH EXPOSURE B 14=10' A 20 26 27 29 21'-1' A 23 28 29 31 Ir -10• A 22 26 27 29 10 3 72'5' A 14'-10• A 18 23 25 26 21-1' A 20 25 27 28 18'-10" A 20 24 25 26 LIVE 3.5 19'-5' . A 175' A 19 23 24 26 19, r a 21 25 26 28 1T-6" A 20 23 25 26 4 /T-0- A 17$" A 19 23 24 25 16'3• B 21 25 28 27 1614' A 21 23 24 26 4.5 15'-1' A 11'-10' A 19 22 24 25 1T-3' B 22 24 26 27 1651 8 21 23 24 25 { 5 1Y -r A 11'-2' A 20 22 23 25 16'-1' 8 22 24 25 27 14.7" 8 21 22 24 25 65 1241 A 10`-71 A 20 22 23 24 15'-6' 8 M 24 25 26 1Y-10" 8 22 22 24 25 _ ti 6 114' A 16-1' A 20 22 23 24 14-17 B 23 23 25 26 13'41• B 22 22 23 26 (4 --� 6.5 1015' A T -T A 20 21 23 24 14=T B 23 23 25 26 17.9' B 22 22 23 24 � 7 9'51 A 9'-2' A 21 21 23 24 13'5' C 23 23 24 26 1"" B 23 23 23 24 75 T -i' A 6-10' A 21 21 22 24 13'-T C 24 24 24 26 I1'-9' B 23 23 23 24 ' 8 66" A 8'4• A 21 21 22 23 175' C 24 24 24 25 11.5' B 23 23 23 24 85 6.0' A 8'-T B 21 21 22 23 12-3' C 24 24 24 25 111-0' 8 23 23 23 24 ti 9 T6" A T-10* B 21 21 22 23 11'-10- D 24 24 24 25 10'5• C 24 24 24 24 9b T -T A T -T 8 21 21 22 23 111-6- 0 25 25 25 25 1014' C 24 24 24 24 to 6'-9' A r-4' 8 22 22 22 23 11-T D 25 26 25 25 10=1, C 24 24 24 24 t1 B-7 A 8-11' B 22 22 22 23 10'-T D 25 25 25 25 9'•T 0 24 24 24 24 12 51S" A 66" B 22 22 22 23 10'-1' 0 25 25 25 25 9-1• D 25 25 25 25 13 1 5'-T A 6'-r B 22 22 22 23 9'-r O 26 26 26 26 8.5" O 25 25 25 25 r f0 IL ..., m.., 3 �..r........�.. 27.8' A 14=10' A 20 26 27 29 21'-1' A 23 28 29 31 Ir -10• A 22 26 27 29 WE 3.5 165" A 13'-6' A 21 25 27 28 19'-7' B 24 27 29 30 1T6• A . 23 25 27 28 V4;V ID 1T-0• A /2' A 21 25 26 28 1641• B 24 27 28 30 164' A 23 25 27 28 45 IT -11 A 11'-10" A 22 24 26 27 1TJ' B 25 26 28 29 1651 B 24 25 26 28 5 13'-71 A 11'-2" A 22 24 26 27 16'4' B 25 26 20 29 14-T 8 24 24 26 27 { 55 17.4' A 17-7" A 22 24 25 27 15'6' 8 25 25 27 29 1Y-10' B 24 24 26 27 6 11'4' A 16-1" A 23 24 25 26 14--10" 8 26 26 27 29 1741' B 25 25 25 27 _ ti 63 16.51 A 9'-T A 23 23 25 26 14'-T 8 26 26 27 28 17.8" B 25 25 25 27 (4 --� 7 65' A 9'-T A 23 23 25 26 131-8" C 26 26 27 28 173' B 25 25 25 26 � 7.5 0'-1' A 6'-10' A 23 23 24 26 13'-2• C 27 27 27 28 11'-01 8 26 26 26 26 6 66" A 81-6' A 24 24 24 26 175" C 27 27 27 28 11'4" B 26 26 26 26 ' 85 8-0' A 8'-7 B 24 24 24 25 17-31 C 27 27 27 27 11'-01 B 25 26 26 26 9 T6• A T-110' B 24 24 24 25 11'-11), D 27 27 27 Z7 165" C 26 25 26 26 ti 9.5 T -T A T-71 B 24 24 24 25 11.4• 0 28 28 2g 28 /6-4' C 27 27 27 27 10 6.9" A 14' B 24 24 24 25 11'-7 O 26 28 28 26 16-1' C 27 27 27 27 11 6-T A 6.11" B 24 24 24 25 16-r D 28 26 28 28 6-r O 27 77 27 27 12 51S' A 6161 B 25 25 25 25 16.1' D 29 29 29 29 9'-1' 0 28 26 28 ZB 13 S'-7 A 6'-2' B 25 ZS25 22 25 6•T D 29 22 29 29 65- D 28 28 1 28 1 28 20 • 1. 3 r. • 111-10* r A 164' A 16 22 23 24 15'-2' 8 1g 24 25 26 13'-r B 16 22 24 25 LIVE 35 16-T A 55' A 16 21 23 24 14-0' B 19 23 25 26 126' 0 18 22 23 24 �i 4 6'-11' A 8'S' A 17 21 22 24 tY-0" C 18 23 24 26 11.5• 8 18 21 23 24 4.5 T-11• A 8'-1' B 17 21 22 23 12-21 C 20 22 24 25 16.11• 8 19 21 23 24 5 T-1" A T -T B 17 20 22 23 11161 D 20 22 24 25 164• C 19 21 22 24 { 55 6'-5" A T-1' B 17 20 21 23 16-10" D 20 22 23 25 7-10' C 19 21 22 23 6 6-11' A 65' B 18 20 21 22 16.4' D 20 72 23 24 64• 0 20 20 22 23 _ ti BS 6.5" A 6'4' 8 18 20 21 22 V-10' 0 21 21 23 24 6.11' D 20 20 22 23 (4 --� 7 5'-1' A E4 B 18 20 21 a 911v D 21 21 23 24 8'-T' D 20 20 21 23 � 7.5 4'-9' A 5'9' B 18 19 21 22 9'-1' 0 21 21 23 24 641' D 20 20 21 23 B 4.5' A 5.61 a 18 19 21 22 65' D 21 21 22 24 T-11' 0 21 21 21 22 ' 85 4'4" A 5'-3' B 18 19 20 22 6-S' 0 21 21 22 23 TS• D 21 21 21 22 9 3'-11' A 51-0" B 18 19 20 22 8'-1- D 21 21 22 23 T-6" 0 21 21 21 72 ti 9.5 3'-9' A 4'-10• 8 18 19 21 22 T-10' E 22 22 22 23 T -T D 21 21 21 22 10 3'6' A 4.6' 8 19 19 21 22 7'47' E 22 22 22 23 6!.IrD E 21 21 21 22 11 3'-r A 4'4" B 19 20 21 22 T-1' E 22 22 22 23 6-r D 21 21 21 22 12 7.11• A 4'-0" B 19 20 21 23 6'S" E 22 22 22 23 6'41' E 22 22 22 h 13 75' A 3'-9' C 19 20 22 23 6'4" E 22 22 22 23 6-11' E 22 ;M1 22 23 ICC ESR1398 (2012 IBC) 9/29/2013 X130 115 MPH EXPOSURE 8 91 1• B 17 23 25 28 1316' D 20 25 27 28 12'-1• C 18 23 25 26 );.30 3 e'-0" A 9'-11 B 16 21 23 24 13'6• D 18 23 24 26 17-1' C 17 22 23 24 �i 35 Ir -Iv A 813" B 16 21 22 23 17.5" 0 18 23 24 25 11-7 D 17 21 23 24 4 6-0' A 7* -7- B 16 20 22 23 11.6• D 18 22 24 25 10`4" 0 18 21 22 24 4.6 5'4" A 7-0• B 16 20 21 23 10'5" D 19 22 23 25 7-8- D 18 21 22 23 { 5 4-10" A 6'$ 8 Is 20 21 22 17-1" E 19 72 23 24 9'-2• D 16 20 72 23 5.5 4'4' A CA" C 17 20 21 22 6-r E 19 21 23 24 8'S' D 19 20 72 23 _ ti 6 4'4" A 5'9- C 17 19 21 22 6-1' E 19 21 23 24 641' D 19 20 21 23 (4 --� 6.5 31S" A 51S' C 17 19 "M 22 65' E 20 21 22 24 T -1C E 19 20 21 22 � 7 Y6 A 5--7 C 17 1 B 20 22 8U' E 20 21 22 23 T-6' E 18 20 21 22 7.5 Y-7 A 4'-11' C 17 19 20. 21 7-11' E 20 21 22 23 T-3' E 19 19 21' 22 ' 8 Y-0' A 4B' 0 17 18 20 21 T -r E 20 20 22 23 7'-0' E 20 20 21 22 H. 85 7-10" A 4'-5" 0 17 19 - 20 21 TJ' E 20 20 22 23 6.9- E 20 . 21 22 ti 9 75' A 4:T 0 17 19 20 22 T-0' E 20 20 21 23 6'-6' E 20 20 20 22 95 76' A 4-1' 0 17 19 21 22 B9' E 21 21 21 23 641' E 20 20 21 RnC11RR A X130 3 8'-0• A 91 1• B 17 23 25 28 1316' D 20 25 27 28 12'-1• C 18 23 25 26 3.5 6-10' A 8'41• 8 18 23 24 25 125' D 20 25 26 28 11'-T D 20 23 25 26 �i 4 6'-0• A T -T8 18 22 24 25 11 S D 21 24 26 27 10'-4' O 20 23 24 26 4.6 Y4' A T-0' B 18 22 23 25 16.9' D 21 24 25 27 9'4" O 20 22 24 25 5 4'-10• A 6'6' 8 18. 22 23 24 10'-1' E 21 24 25 26 6-T 0 21 22 24 25 { 55 44' A 6'-1' C 19 21 23 24 6-r E 22 23 25 26 65" D 21 22 23 25 6 4'-0' A 51-9" C 19 21 23 24 7-1' E 22 23 25 26 Ir -r D 21 22 23 25 6.5 3.5' A sl.r C 19 21 22 24 8'$ E 22 23 24 M T-10" E 21 22 . 23 24 (4 --� 7 3'-5' A 5'-2• C 19 21 22 23 8'-41' E 22 23 24 25 T6• E 22 22 23 24 � 7.5 3'--0• r A 4-11' C 19 20 22 23 T-11' E 23 23 24 25 TJ" E 7t 22 23 24 8 31 A 4S' ' D 19 20 22 23 T -r E 23 23 24 '25 T-0• E 22 22 23 24 ' 8.5 7-1P A 4'$ D 19 20 22 23 TJ' E 23 23 24 25 6'-9• E 22 22 22 24 9 2'S" A 4'-r D 19 21 22 24 T-0' E 23 23 23 25 6'S" E 22 22 22 24 99 76- A 4.4- D 20 21 22 24 69' E 23 23 23 25 641' E 23 1 23 23 1 24 Page 10 of 66 JUN 02 2015 OCT 02 2013 LATTICE 1.0 DOUBLE RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES (REQUIRES THE USE OF DETAIL 01 OR 1.32) A A9A^JY4.0 RTS" D.P., MI -1a Cron1 o M72 z2"Y6 625" Rafter 18inale Snanl 0.040-x2"x6.625" Rafter (Single SDan1 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C ps (in) 130 140 150 170 10 48" 8'-1" T-3" 6'-7" 5'-5" LIVE 40" 9' -0o8' -Z' T-5" 6'-2-' 32" 10'-3" 9.4- 8'-6„ 7'-7. 24" 12'-0" 11'_0" 9'-8„ T-7., 20 48" 6'-6" 6'-8" 6'-6" 5'-5" LIVE 40" 7'-10" 7'-10" 7'-5" 6'-2" 32" 9'-4" 9'-4" 8'S" 7'-2.. 24" 10'-9" 1 10'-9" g'-8" 7,-7" 25 48" 6'-3" 6'-3" 6'-3" 57- 40" T-5" 7'-5" Tyr" 6'-2" 32" V-1" 9--1" 8'S" T-7. 24" 10'-6" 10'-6" 9'-8" 1 7'-7-' 30 48" 5'-2" 5'-2" 5'-2" 5'-2" 40" V-3" 6'3" 6'-3" 6'-2" 32" T-9" 7'-9" 7'-9" 7'.2- 24" 9'-T' 9'-7" 9'-7" 7'-7- 40 48" T-11" T-11" T-11" T-11" 40" 4'-8" 4'-8" 4'-8" 4'-8" 32" V-10" 5'-10" V-10" 5'-10" 24" 7--9" 7'-9" 7'-9" 7'-7" 60 48" 2'-7" 2'-T' 2,-7" 2'-T' 40" 3--1" 3'-1" 3--1" T-1" 32" T-11" V-11" T-11" T-11- 24" V-7' 5'-2" 5'-2" 1 5'-2" IACLt 1.ZJ n n24"Y21Y6.626' Rafter IMullisoan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C { In 130 140 150 170 10 48" 8'-1" 7'-3" 6'-7" 5'-5" LIVE 40" 9'-0" 8'-2" 7 5" 6-2" 32" 10,3" 9'-4" 8'-6" 7'-2" 24" 12'-0" 1 V-( 9'-8" T-7" 20 48" 5'-5" 5'-5-' 5'-5" 5'-5" LIVE 40" 6'-3" 6'-3" 6'3" 6'-2" 32" 7'4" 7'-4" 7'-4" 7'-2" 24" 8'-10" 8'-10" 8'-10" T-7" 25 48" 5--3" 5'-3" 5'-3" 5'-3- 40" 6'-0" 6'-0" 6'-0" 6'-0" 32" T-1- 7'-1" T-1" 7'-1" 24" 8'-7" 8--7" 8'-7" 1 T-7" 30 48" 4'-6- 4'-6" 4'-6" 4'-6" 40" 5'-3" 5'-3" 5'-3" 5'-3" 32" 6'-2" 6'-2" 6'-2- 6'.2- 24" 7'-7" T-7" T-7" T-7" 40 48" 37 3.7' V-7" T-7" 40" 4'-2- 4'-2" 4'-2" 4'-2" 32" 5'-0" 5'-0" 5--0" 5'-0" 24" 6'-2" 6'-2" 6'-2" 6'-2" 60 48" 2'-6" 2'-6"2'-6" 6-3" 6-3" 40" 2'-11" 2'-11" 2'-11" T-3" 32" T-7" T-7" 3'-7" 3'-7" 24., 4' 6" WAIS 4'-6" 4 5" 4 -6 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C ps (in) 130 140 150 170 10 48" 12'4" 11,-4" 10,_5" 9'-0" LIVE 40" 13'-6" 12'-5" 11'-6" 9'-11" 32" 15'-2" 13'-11" 12'-11" 11'-2" 24" 1T5" 16'-0" 14'-10" 12'-11" 20 48" 10,5" 10'5" 10'5" 9--0- LIVE 40" 11'-6" 1 V-6" 11'-6" 9'-11" 32" 17-10" 12'-10" 12'-10" 11,-2" 24" 14'-9" 14'-9" 14'-9" 12'-11" 25 48" 10'-3" 10'-3" 10'3" 9'-0" 40" 11'-2" 1 ]'-2" 11'-2" 9'-11" 32" 17-6" 12'-6" 12'-6" 11'-2" 24" ]4'-5" 14'-V' 14'_5" 12,_11" 30 48" 9'-4" 9'4" 9--4" 9'-0" 40" 10'-3" 10'-3" 10'3" 9'-11" 32" 11'-5" 11'-5" 11'-5" 11'-2" 24" 13,_7, 13'-2" 13'_2" 17.11" 40 48" 8'-1" 8--1" 8'-1" 8'-1" 40" 8'-10" 8'-10" 8'-10" 8'-10" 32" 9'-11" 9'-11" 9'-11" 9'_11" 24" 11'-5" 11'-5" 11'-5" 11'-5" 60 48" 6'3" 6'-3" 6-3" 6-3" 40 T-3" 7'-3-' T-3" T-3" 32" 8'-1" 8'-1" 8--1" 8'-1" 24., 94" 9.4" 9.4„ 5.4., IAULt 1.SV n MIM,,"rR RTS" Raffar lM..Hlcnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (psf) (in) 130 140 150 170 10 48" 12,-4„ 11,4- 10,_5„ 9.-0" LIVE 40.13'-6" 1r-8" 12'-5" 11'5" 9'-11" 32" 15'-2" 13'-11" 12'-11- 11'-2" 24" 'IT -5" 16'-0" 14'-10" 12'-11'1 20 48" 91-01, 91_0" 91_0" 9,-0" LIVE 40" 10'-0" 10'-0" 10'-0" 9'-11" 32" 11'-4" 11'4" 11'4" 11'-2" 24" 13'-3" 13.3„ 13,_3„ 12'-11" 25 48" 8'-8" 8'-8" 8'-8" 8'-8" 40" 13'-10" 13'-10" 13'-10" 13'-2" 32" 11'-0" 11'-0" 111-0" 11•-0" 24" 12'-11" 12'-11" 12'-11" 12'-11- 30 48" T-10" 7'-10" TT -10"T-10" 11'-7- 40" 8'-8" 8'-8" 8'-8" 8'-8" 32" 9'-11" 9'-11" 9'-11" 9'-11" 24" 11'-8" 11'-8" 11'-8" I 11'-8" 40 48" 6'-6" 6'-6" 6'-6" 6--6" 40" r4" 7'-4" 74" 7'4" 32" 8'4" 8'4" 8'-4" 8'4" 24" 9'-11" 9'-11" T-11" 9'-11" 60 48" 4'-11" 4'-11" 4'-11" 4'-11" 40" 5'-7" 5,-T' s,-7" 5'-7" 32" 6'-6" 6'-6" 6'-6" 6'-6" 24" 1 7'-10 7'-10" T-10" 1 T-10" IMSLt 1.:54 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (psf) in 130 140 150 170 10 48" 16'-1" 14'-11" 13'-10" 12'-1" LIVE 40" 1r-8" 16'-3" 15'-1" 13'-2" 32" 19'3" 18,_7, 16,_10„ 14,_9" 24" 21'-0" 20'-0" 19'-1" 16'-10" 20 48" 13'-0" 13'-0" 13'-0" 12'-1" LIVE 40" 14'-2" 14'-2" 14'-2" 13'-2" 32" 15'-10" 15'-10" 15'-10" 14'-9" 24" 18'-2" 18'-2" 18'-2" 16'-10" 25 48" 12'-8" 12'-8" 12'-8" 12'-1" 40" 13'-10" 13'-10" 13'-10" 13'-2" 32' 15'5" 15'-6" 15'-6" 14'-9- 24" 17'-9" 17`-9" 1T-9" 16'-10" 30 48" 11,-7" 11'-7" 11'-7" 11'-7- 40" 12'-8" 12'-8" 12'-8" 12'-8" 37' 14'-2" 14'-2" 14'-2" 14'-2" 24" 16'-3" 16'-3" 16'-3" 16'-3- 40 48" 10'-1" IVa" 10'-]" 10'-1" 40" 11'-0" 11'-0" 11'-0" I V-0" 37' 12'-3" 12'-3" 12'-3" 12'-3- 24" 14'-2" 14'-2" 14'-2" 14'-2" 60 48" 8'-3" 8'-3" 8--3" 8'-3" 40" 9'-0" 9'-0" 9'4" 9'-0" 32" 10_1" 10•_1" 10'-1" 10,_1" 24" 11'-7" 11,_7„ 11,_7„ 11,_T, n ndn"Y2"Y6 62.1T RABAT 1Muifisnanl A nd7Y3^rA" Raffar Minnla Rnnnl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s (in) 130 140 150 170 10 72" 14'-7*' 13•_5" 12,_4" 10,_8" LIVE 64" 15'-6" 14'-3" 13'-2" 11'-5" 48" 17'-10" 16'-5" 15'-3" 13'-3- 3T 21•-8„ 20,_0„ 18'-6" 16,_1" 20 72" 12'4" 12'-4' 12'-4" 10'-8" LIVE 64" 13'-0" 13'-0" 13'-0" 11'-5" 48" 15'-0" 15'-0" 15'-0" 13'-3" 32" 18'-3" 18'-3" 18'-3" 16'-1" 25 72" 12'-0" 17-0" 12'-0" 10'-8" 64" 12'-9" 12'-9" 12•_9" 11-5' 48" 14,_8" 14,-8„ 14,-8" 13'_3" 32" 17'-10" 17'-10" 17'-10" 16'-1" 30 72" 11'-0" 11'-0" 11'4" 10'-8" 64" 11,-8" 11•_8„ 11'-8" 11-5" 48" 13'-5" 13'-5" 13'-5" 13'-3" 32" 16'4" 16'4" 16'4" 16'-1" 40 72" 91-6„ 9'6" 9'-6" 9'S" 64" 10_1" 10_1" 10'-1" 101_1" 48" 11'-8" 11'-8" 11'4" W-8- 32" 32" 14'-2" 14'-2" 14'-2" 14'-2" 60 72" T-9" T-9" T -s" 7'-9" 64" 8'-3" 8'-3" 8'-3" 8'-3" 48., 9'S„ 9'-6" 9'-0„ 9'-0- 32" 11'-8" 11-8„ 11,_8" 11'-8" 1 aHiry Tuhec Ground Lattice Wlnd Speed and Exposure Snow Load Size Exposure C ps(in) 1n) 130 140 150 170 10 1.5" 72" 72" 72" 72" LIVE 2" 77' 72" 72" 72" 2"x3" 72" 72" 72" 72" 3" 72" 72" 72" 72" 20 1.5" 77' 72" 72" 72" LIVE 2" 71" 71" 71" 71" 2"4" 72" 72" 72" 72" 3" 72" 1 72" 72" 72„ 25 1.5" 72" 72 72" 72" 2" 69" 69" 69" 69" 2"x3" 72" 72" 72" 72" 3" 72" 72" 72" 72- 30 1.5" 65" 65" 65" 65" 2" 62" 62" 62" 62" 2"x3" 72" 72" 72" 72" 3" 72" 72" 72" 72" 40 1.5" 55" 55" 55" 55" 2" 52" 52" 52" 52" 2"x3" 63" 63" 63" 63" 3" 65" 65" 65" 65" 60 1.5" 43" 43" 43" 43" 2" 39" 39" 39" 39" 7'x3" 49" 49" 49" 49" 3" 49" 49" 49" 49" TABLE 1.31 ]ABLE 1.3Z IAA t 1.31 NOTE: THESE TABLES REQUIRE THE USE OF DETAIL L31 OR L32 Amerimax Exterior Home Products S ONA 0.042"x3"x8" Rafter Multis an 28921 US Hwy 74 F ,, Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C ps 1n) 130 140 150 170 10 48" 16'-1" 14'-11" 13'-10" 12'-1" LIVE 40" 17'-8" 16'-3" 15'-1" 13'-2" 32" 19.3" 18,_7, 16'_10" 14'-9" 24" 21'-0" 20'-0" 19'4" 16-10" 20 48" 12'-0" 17-0" 12'-0" 12'-0" LIVE 40" 13'-2" 13'-2" 13'-2" 13'-2" 32" 14--10" 14'-10" 14'-10" 14'-9" 24" 17,_2" 17-2" 17,_2•, 16•_10" 25 48" 11'-8" 11'-8" 11'-8" 11.4- 40" 12'-10" 12'-10" 12'-10" 12'-10" 32" 14'-5" 14'-5" 14'-5" 14'-5" 24" 16,_9•, 16'-9" 16,_9,• 16'-9" 30 48" 10'-7" 10'7' 10'-7" 10'-7" 40" 11'-8" 11'-8" 11'-8" 111-8" 32" 13'-2" 13'-2" 13'-7' 13'-2" 24" 15'-3" 15'-3" 15'3" 15'-3" 40 48" 9'-0" 91-0" 9'-0" 9-0" 40" 10'-0" 10'-0" 10'-0" 10'-0" 32" 11•-3" 11•_3•, 11'-3- 11,_3" 24- 13'-2" 13'-7' 13'-2" 13'-2" fi0 48" r-2" 7'-2" T-2" V-11" 40- r-11" 7'-11" 7-11" 6'-5" 32" 9'-0" 9'-0- 9'-0" JT-�2- 24" 10'-7" 10'-T' 10'-7" rays a VI vu !ABLE 1.30 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C ps (in) 130 140 150 170 10 77, 14•_7, 13'_5" 12'4" 10'-8" LIVE 64" 15'-6" 14'-3" 13'-2" 11'-5" 48" 1r-10" 16'-5" 15'-3" 13'-3" 32 21,_8„ 20,-0" 18,-8" 16,_1„ 20 77' 10'-8" 10,-8" 10'-8" 10,-8„ LIVE 64" 11,4" 11'4" 11-4- 11,4•, 48" 13'-4" 13'-4" 13'4" 13'-3" 32" 16,_7' 16'-7" 16,_7, 16-_1" 25 77' 10'A" 10'-4" 10'-4" 10'-4" 64" 11,_1" 11'-1" 11'_1„ 11,_1" 48" 13'-0" 13'-0" 13'-0" 13--g- 32" 16'-7' 16•_2" 16,_7• 16,_1-• 30 72" 9'-3" 9'-3" 9'-3" 9'-3- 64" 9'-11" 9--11" 9'-11" 9'-11" 48" 11•_9" 11,_9,• 11'-9•, ]1'-9" 37 14,-8" 14'-8" 14'-8" 14,-8" 40 72" 7'-9" T-9" T-9" T-9" 64" 8'-4" 8-4,. 8,4„ 8.4„ 48" 9'-11" 9'-11" 9'-11" 9'-11" 32" 12'-7" 12'-7" 12'-7" 12'-7' 60 72" V-11" 5'-11" 5'-11" V-11" 64" 6'-5" 6'-5" 6'-5" 6'-5" 48" 7'-9" T-9" T-9" T-9" 32" 1 9'-11" 1 9'-11" 9'-11" 1 9'-11" TABLE 1.36 Romoland, CA 92585 3441 Ivylink Place Lynchburg, VA 24503 carioutnamomeastnet 8 OCT 02 2013 681.8 0!201 IVI � OQ` JUN TABLE 21 0.042'X3'18" Box Beam (DR -ail ) Double 0.()4713"x6" (Odell L12 Double 0.040'12"x6.625" EXPOSURE Detail L12) TABLE 21 0.042X3'18" Box Beam Detail L7 Double D.042"x3(W (DlFreestandiang 14'-10' Double O.D40'12x6.625" (Detail L12) prated Freestanding or 25 Attached Srgle Freestanding or B Attached Freestanding or ed Sir4e Freestanding or 20 Attached single g or AhrhedSh & reeste or A sportst SeneMulti w. an Units 25 s an 6tnrctue Multispan Units B Structure Mullis Units 27 an s ucurre Multispan Units B span strtarra nits span Sauatlre Muhis an Units GROUND TRIO MAx POST A1A7t A MAX POST LENGTH MAX 25 26 MAXPOSTLENGTH MAX 21 25 MAX POST LENGTH GROUND TRIS MAX PO MAX 25 MAX POST LENGTH MAX 4 8'-11' LENGTH MAX A 1AAX POST LENGTH SNOW WDTH POST REGI) POST MW FOOTER r I 10' I 17 POST Mw FOOTER s 1F 1 17 POST Mu4 FOOTER Ir I 10' I 17 SNOW WIDTH POST REO POST MIN FOOTER V I IV I 17 POST MIN FOOTER' I 17 POST MIN FooTER 5 1a I 17 LOAD (F1) SPACING FOR SPACIN POST SIZE CONSTRAINEDFOO SPACIN PO SIZE CONSTRAINEDFOO SPACING PO 512E CONSTRAINED FOO LOAD (FT) SPAUNG FOR SPACIN P SIZE CONSTRAINED FOOTS SPACIN POST SME DFOO SPACING 6ME CONSTRAINED FOOTS(PSF) 26 24 ONSLAB SLAB (FT) TYPE 'd 'd 'd 'd (FT) TYPE 'd 'd 'd 'd (FT) TVP 'd •d' W 'd (PSR) 27 ON SLAB SLAB (FT) TYP 'd 'd •cr 'd (FT) TYPE 'd' -d- (FT)Gn) 5$ B 20 22 23 25 10'-41 D Gn) (In) 24 25 ) M) M) (m) D 22 Gn) (In) (m) 25 23 (FT) V-5 A Gn) Cm Cm m) 20 21 (in) 1 M) 5-10' (m Ml Cm) 0n) 25 115 MPH EXPOSUREC A or 130 MPH EXPOSURE B 22 23 24 14'-10' D t8 23 25 26 IX -31 B 18 22 23 25 20 3 11-10' A 10'-4' A 1B 24 25 27 15.2' B 21 26 27 29 13' 7' B 20 24 26 27 LIVE 3.5 10-2' A V -S A 1B 23 25 26 14'-0' B 21 25 27 28 17.6' B 20 24 25 27 25 4 8'-11' A 8.4" A 19 23 24 26 13'-0• C 22 25 26 28 11=8' B 21 23 25 26 24 43 r-11' A 5-1' B 19 72 24 25 17.2- C 72 24 26 27 10'-11' B 21 23 25 26 24 5 r-1• A T -T a 19 22 24 25 1116' D 22 24 26 27 10'14• C 22 23 24 26 24 55 56' A r•1" B 20 22 23 25 10'•10" D 23 24 25 27 91-10' C 22 23 24 25 24 6 $'-11' A 5$ B 20 22 23 25 10'-41 D 23 24 25 27 F4' D 22 22 24 25 23 65 V-5 A 64' B 20 21 23 24 5-10' D 23 23 25 26 5.111 O 22 22 24 25 23 7 5-1• A 6'-0- 8 20 21 23 24 9'-5' O 23 23 25 26 8'-T D 23 23 23 25 23 7.5 4.6' A 5'-9' B 20 21 23 24 91-1" D 24 24 25 26 613' 0 23 23 23 25 23 8 4'•5' A 5'6' B 2D 21 22 24 a16" D 24 24 24 26 71-11' 0 23 23 23 24 23 83 4=r A 53' 8 21 21 22 24 5-5" D 24 24 24 2S T6' D 23 23 23 24 23 9 T-11' A 5-0" a 21 21 22 24 8--1- D 24 24 24 25 71-V D 23 23 23 24 23 93 3'-8' A V-10' B 21 21 22 24 T•10' E 24 24 24 25 7•-Y D 24 24 24 24 21 10 3'6• A 4'6' B 21 21 23 24 T -T E 24 24 24 25 V-11' D 24 24 24 24 11 T -Y A 4'4' B 21 21 23 24 j. T-1' E I 2S 25 25 25 6'-T D 24 24 24 24 115 MPH EXPOSURE B 25 3 9'-T A 10=1' B 16 22 23 24 14'-10' D t8 23 25 26 IX -31 B 18 22 23 25 25 35 V-2' A F-2' B 15 21 23 24 1316' 0 19 23 24 26 17-3' C 18 22 23 24 25 4 T-2- A 8'3' S 17 21 22 23 17.8- 0 19 23 24 25 11'-5' D 18 21 23 24 25 45 54' A 7-10' B - 17 21 22 23 11'•10' D 19 22 24 25 1016- D 19 2172 21 74 24 5 5'-9' A T4" B 17 20 22 23 11'-2' D 20 22 23 25 10'-1' O 19 21 72 23 24 65 F-2' A 5.11' B 17 20 21 23 10-7' 0 20 22 23 24 F -T D 19 21 22 23 24 6 4'-9- A 8'6" B 17 20 21 22 10-1' E 20 22 23 24 91-1' D 20 20 22 23 24 6.5 4'-5- A F -Y C /8 20 21 22 F -T E 20 21 23 24 8.8• D 20 20 22 23 23 7 4'-1' A 5.10' C t8 19 21 22 9'-r E 21 21 23 24 8'14' 0 20 20 21 23 23 7.5 Y-10' A 5'-T C 18 19 21 22 8'-10' E 21 21 22 24 8'-0' E 20 20 21 22 23 8 3'-T A 5'4 ' C t9 19 20 22 6' S' E 21 21 22 23 r-9' E 20 20 21 22 23 6.5 34" A 5'-1' C 16 19 20 21 8'-r E 21 21 22 23 T5' E 20 20 21 22 23 9 T -Y A 4'-10- C 18 19 20 72 T-10' E 21 21 22 23 7 E 21 21 21 22 23 95 3' c A 4'6' D 111 18 21 22 T -T E 21 21 22 23 T.0' E 21 21 21 22 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 25 3 01-71 A 10'-11 B 18 24 25 26 14'-10' 0 20 26 27 29 1Y3- B 20 24 25 27 4'-1" 3.5 5-21 A 9'-Y B 18 23 25 26 13x8• 0 21 25 27 28 173' C 20 24 25 26 3'6' 4 r r A 6'-5" B 19 23 24 26 17.8' D 21 25 26 28 11 s* 0 21 23 25 26 T -W 43 514' A T-10' 8 19 22 24 26 11-10' D 22 24 28 27 10'-8' D 21 23 24 26 r -r 5 6-T A 1`4" 8 19 22 24 25 W-- D 22 24 26 27 1P•1• D 21 23 24 26 75' 53 V -Y A 5.11' B 19 22 23 26 10'-7- O 22 24 25 27 9'-T D 22 22 24 25 7-r 64-9- 31-W A 6* -r B 20 22 23 24 10'-1' E 23 24 25 26 F-1" D 22 22 24 25 74' 6d 4'-5' A 6'-Y C 71 21 23 24 F -r E 23 23 25 26 8'-8' O 22 22 23 25 1'-10' 7 4-1' A 5'401 C 20 21 23 24 F -Y E 23 23 25 26 54" D 22 22 23 25 11-T - 7.5 7.10' A 5'-T C 20 21 22 24 5.10' E 23 23 24 26 8'-01 E 23 23 23 24 1=T 8 3'-7• A 5'4' C 20 -21 22 24 8'6' E 24 24 24 25 T6' E 23 23 23 24 1S es 34' A 5-S• C 20 21 22 23 8'-r E 24 24 24 25 rd' E 23 23 23 24 1 S' 9 3'-Y A 4'-10- C 20 21 22 24 T-101 E 24 24 24 25 T -Y E 23 23 23 24 EXPOSURE 95 31-0' A 4.6' D 20 21 22 24 T r E 24 24 24 25 T-0' E 23 23 23 24 10 7-10' A 4•-6' D 21 21 23 21 1 E 24 24 21 25 5-9' E 21 7A 21 21 E ERAL WSTRU TIO S FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2 CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS, 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 22 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 O 2 6. CHOOSE A HEADER FROM TABLE 2.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.1 ]CC ESR1398 (2012 IBC) 9/29/2013 60 I i5 MY11 FJWrI.IIJIat: t% 5.10' C 15 21 23 24 91•2' E 17 23 25 26 8'-4' D 17 22 23 26 60 3 4'-1" A V-10' C 13 1B 21 22 9'-2" E 16 21 23 24 8'.4' D 15 20 21 23 S 3.5 3'6' A 513' C 14 19 20 22 54" E 16 2t 22 23 T -T £ 15 20 21 22 93' 4 T -W A 4'•8" D 14 19 20 21 Td' E 16 20 22 23 r-1' E 16 18 21 22 4'6 4.5 r -r A 44' D 14 18 20 24 T-1' E 16 20 21 23 5•T E 16 19, 20 22 F 5 75' A 4-0'" D 14 18 19 21 6'-T E 17 20 21 22 5-Y E 18 1B 20 21 ' 5.6 7-r A 31-W D 14 t6 19 20 6'-Y E 17 20 21 22 5.9' E 16 t9 20 21 6 74' A YS' D 14 I8 19 20 5'-10' F 17 19 21 22 S-6' E 16 19 20 21 65 1'-10' A 31•71 D 14 16 19 21 6'S f 17 19 21 22 5'•Y E 17 16 20 21 7 11-T - A T -4r D 14 16 20 21 5'3' F 17 19 211 22 4'-1P E 17 18 20 21 7.5 1=T A 7-10' D 14 18 20 21 6'-0" F 17 19 20 21 4'-e' F 17 18 20 21 8 1S A 2'6" D 14 19 20 2/ 43 F 17 19 ZO 21 4'6' F 17 19 2D 21 85 1 S' A 76" D 14 19 20 21 4'6' F 17 19 20 21 414' F 17 19 20 21 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 60 3 4'-1• A 5.10' C 15 21 23 24 91•2' E 17 23 25 26 8'-4' D 17 22 23 26 21' 3.5 T-G A 514" C t5 21 22 24 8'4' E 18 23 24 25 7141 E 17 21 23 24 S 4 Y-0' A 4'-9" D 15 2D 22 23 T6" E 18 22 24 25 T -i' E 19 21 23 24 93' 4.5 76' A 4'4' D 1B 20 21 23 7-11' E 18 22 23 25 6'-T E 16 21 22 24 4'6 5 7.5' A 4'-0' 0 SB 20 21 23 5.7- E 18 22 23 24 6'-Y E 18 21 22 23 F 5.5 2'-2' A SA' 0 16 19 21 22 5-2' E 19 21 23 24 516' E 16 20 22 23 ' 6 21-W A 3'3• O 16 19 21 22 V-10' F 19 21 23 24 5a' E 19 20 22 23 6.6 A 3'-r D 16 20 21 22 56' F 19 21 22 24 S'•2' E 19 20 21 23 7 1'-9" A 3'C D 18 20 21 23 514' F 18 21 22 24 4'-S t' E 18 20 21 23 OVER- HANG Post Description Max POST Detait Hgt Code TABLE 22 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINOLE SPAN STUCTURES IFTI IV B L1 0.024'x3k3"Post with Sideplat 11' C 5j F 10' 1T 17 13, 14' 15 15 1T 18' iF 20' 21' 22' 11' F 4.5 S' 55' V 8S T 7.5' F es' 9' 9.5' 10' 10.51 11' 1' 4.5' 51 53' S 63' 7' 75' F 8S 9' 95' 10' ROS' 11' 115' 7 T SS 6' 65 T 7S 5 8S 9' 93' iF 10.5 11' 113' 17 7 Sb' 6' 65' 7' 7S e' 8.5 F 9S 10' 10.51 111 11.5 17 12.5' 4'6 8.5' T 7S 8' 8.5 9' 9S 10 1D5' 11' 115' 17 125' 1Y 6' 61- r 7S e' 8S F 9S' lF 103' 11' 115 17 125' 13' 133' TABLE 23 Post Requirements for Attached Single S an Structures Post Description Max POST Detait Hgt Code 0.04713'16'AluminumPost IV B L1 0.024'x3k3"Post with Sideplat 11' B L24 01 Clover 0.0339x3" Alum 11' C PE 1-11 toW TO' L11 3 L11 Colonial 0.062" Extruded 12' L21 AE 0.041'X39x3" Steel Clover 11' F L11 0.041"x390'• Steel Clover e' G L11 3/169x3'13" Sled Square 15' H 121 3116'x3'13" Steel Square 12' 1 L21 3/16"x4"x4" Steel uare 15' J L21 3/16'x5'15" Steel Scruare 15' K L21 TABLE 24 Post Requirements for Freestanding Structures or Mu1tls an Attached Structures Post Description Maxim Foot r; Max He t POST Code Detail it 0.041'1T'yZ' Steel Clover d= Ar 9' B L11 0.041'139x3" Steel Clover d5e 91" B' B L11 3/1@13903" Steel Square - 30" 17 C L21 311613903" Stae1 tyre d= 32' 6 F L21 3/15'3'X8' Steel a 35" 15 F 1 3/16"X3,Z'Steel a 37" 12' E 1 3/169x4'14"Slee a 41" 1S G 1 [L[21 3/169xV'x5"Stas S e = 48' 1S I 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN + TABLE 2.1 AND 23 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 OIC SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romoland, CA 92585 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 MiscS Cad Putnam, P. E. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 21 + Lynchburg, VA 24503 SLAB S. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING earioutnama-eomeast.nel 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 r S Page 11 of 66 LAT LIGE GVVtK 2U YUJ t SI'Alrin10.1 TABLE 25 rNR rw uv ws•v �.vanmcnl-w� ..v.-:.... 16 Ga 3"xl3' Steel C Beam (Detail L18) AOeMed Sk4a Freestanding or •.....•�..•. -••••- •-••--• 12 Go W'xe' Steel C Beam(Detail 1.18) died Single g or Double 12 Ga 3 xa" Steel C (Detail LB) Attached Freestanding or 16 Ga 3"x8" tees C Beam TAIL 25 AOa�hed SlnpLlelsing Detail L18 12 Ga 3"x8" teel C Beam( etail l- 8) Double 12 Ga 3"x8" Steel C Detail LB or 2Y-1' ed singe Freestand ng or tterfied single Freestanding or 30 Muftis an Units span SI1uc0xe nits Structure Mullis an Units Span Stn+ t.Units 31 32 Span swae Mullis an Units seen stmeeue Multispan Units MAX POST en strudl0e MAX MAX POST LENGTH MAA LENGTH MAX MAX POST LENGTH GROUND TRIB MAR PO MAX LENGTH IMAX F MAXPOSTLENGTH MAX MAX POST LENGNOWWIDTH GROUNDTRIB 8' I 1Y I 16 LMNIZ�pan POST MIN FOOTER I 16 POST bIN FOOTER B' I 1Y i 15' SNOW WIDTH POST EO POST MIN FOOTE I 15' POST MIN FOOTER e' I 17 I IT POST MIN FOOTEA a I 1Y I 15' POST REOT) POST MIN FOOTER FOO SPAC PO SIZE D FOO SPAGNG POS SIZE CONSTRAIN®.FOO LOAD (FT) SPACING FOR SPACIN PO SIZEEDFOO 26 SPACIN POST SIZE CONSTRAINED FOO SPACING SIZE TEF CONSTRAINEDFOO(PSF) LOAD (FT) BPAGNG FOR SPAdN POST SIZE CONSTRAINED 'd' "d' 'd' 'd' TYPE 'd 'd' (FT) TYPE 'd' 'd' dd (PSF) ONSLAB SLAB (FT) TYP 1d'' 'd' (FT) TYPE 'd' 'd1 'd1 'd' (F7) 'd' 'd' 'd' 'd' ON SLAB SLAB (FT) TYPE (FT) M) M) M) (� Mln) ( ) tC-10" 0n) M) Cn) Cm) M ) M Ml 29 (m) M Pn) Cn) C ' M 1151 MPM9 .1 IIRPA 30 32 30 7 T-1' A 30 110511"-- 4'-10' A 10'6' D 21 23 25 27 2Y-1' F 25 26 29 30 30'-1' F 27 27 31 32 20 LIVE 5 b.S T-1' 6151 A A 1Y-11" 1Y-1' D 21 22 24 27 20'-10" F 25 25 28 30 29'-2* F 26 28 30 32 30 6 5'•11' A 11.1' D 21 22 25 26 19'6' F 25 25 28 30 264• F 25 28 30 32 30 6.5 S -S A 10'-3' D 21 22 24 26 tC-10" F 25 25 28 29 2T -r F 29 29 30 32 30 7 T-1' A 91•r 0 21 21 24 26 164" F 26 26 27 29 26'-11' F 29 29 30 32 30 7A 4'•9' A 8'-11" 0 21 21 24 25 173' F 28 26 27 29 253' F 30 30 30 32 29 5 4'-S A B.I. 0 21 21 23 75 16'6' F 26 n 77 29 25'•9' G 30 30 M 31 30 8.5 4'-r A T-11- D 21 21 23 ' 25 IF -W F 26 26 27 28 25'•3' 0 31 31 31 31 30 9 3•-t1' A TS D 21 21 23 25 15'4' F 27 27 27 25 24'-9' G 31 31 31 31 31 9.5 3'•9' A 7"-1' D 21 21 23 24 14'-10' F 27 27 27 26 24'-4' G 31 31 31 31 31 t0 TS A 6-9' D 21 21 23 24 144' F 27 27 27 28 23-11' G 32 32 32 32 31 103 34' A 6'-5' 0 21 21 22 24 13-10' F 27 27 27 28 23'6' G 32 32 32 32 32 11 3'•2' A 6-S" D 21 21 22 24 IT -51 F 27 27 27 27 23'-2' G 33 33 33 33 32 11.6 T -I' A b'-10" 0 21 21 22 24 13'•1' F 27 27 27 27 276- G 33 33 33 33 101-8' 12 Y -t I1 A S' -T 0 2121 F 27 23 24 17.8- F 27 27 27 27 2r-3" G 33 33 33 33 F 28 13 7-0' A 5'-7 O 21 251 ZS 25 lY-0' F 28 28 28 ZB 21'-5' G 34 34 34 34 6.5 14 76'A 6'•3" 4'-f0' 0 21 21 23 25 111.61 F 28 28 28 28 20'-8' G 34 34 34 34 23 16 74' A 4'61 0 21 21 24 25 10'-11' F 26 28 28 28 20'4'G 25 34 34 34 34 30 6 4'-10' A 10'6' E 19 22 25 26 194' F 24 25 28 29 26'-3' F 26 27 30 31 30 5.5 4'4' A 9'-9' E 19 21 24 26 18'4' F 24 25 27 29 26'-5' G 27 27 29 31 30 6 4'4' A 8'-11' E 19 21 24 25 1r3' F 24 24 27 29 24'-8' G 27 27 29 31 30 6.5 7.8' A 83' E 19 21 23 25 16'•6' F 24 24 27 29 24'-0" G 28 28 29 31 30 7 T-5' A T4' E 19 20 23 25 15.8• F 25 25 27 28 23'-V O 28 28 29 31 30 7.5 T4" A T-2' E 19 20 23 24 14'-11' F 25 25 26 28 27.11' G 29 29 29 31 29 8 T-8' A 6'-9' E 19 20 23 24 144' F 25 26 26 28 72'-5' G 29 29 29 30 30 8.5 Y-10' A 6'-4' E 19 20 72 24 13'-9' F 25 25 26 28 27-0' G 29 29 29 30 30 9 7-0" A 6-0' E 19 19 22 24 1T -W F 26 26 26 27 21'•7' G 30 30 30 30 31 9.5 76" A T -r E 19 19 22 24 17-9' F 25 25 25 27 21'-2• G 30 30 30 30 31 10 Y•5' A 8'-V E 19 19 22 24 17.41 F 26 26 26 27 20'-17 G 30 30 30 3D 1 31 10.5 73" A 51.r E 19 20 22 24 11'-11' F 26 26 26 27 27.6' G 31 31 31 31 32 11 Y-2" A 4'-1 Y E 19 20 . 24 I'll F 26 26 . 21 20'-2' G 31 31 31 31 32 1151 7.1" A 4'-0' E 19 20 22 24 11'3' F 26 26 26 25 +9' -Hr G 31 1 31 31 31 101-8' uPM GYDn CI)RF r 21 N I." MPH PYMtA1RF F 27 R 1 33 SS 4'4" A 9'•9" E 22 24 27 +e'-2• 30 5 _4'-10' A 10'-8' E 22 24 27 29 164' F 26 27 30 32 283' F 29 29 32 34 30 5.5 44" A 9.91 E 22 23 26 28 18'-2' F 27 27 30 32 2513' G 30 30 32 34 30 8 4'-0" A 8'-11' E 22 23 26 25 1731 F 27 27 29 31 24'd' G 31 31 32 34 30 6.5 31-V A Ir r E 22 23 25 27 16.51 F 27 27 29 31 24'-0' 0 31 31 32 34 30 7 351 A T48" E 22 22 26 27 151-8' F 28 28 29 31 23'-6' 0 32 12 32 34 30 7.5 3'-2' A T -r E 22 22 25 27 14'-111 F 28 28 29 31 7Y-11' G 32 32 32 33 29 8T-0' A 8'-9' E 22 22 25 26 144' F 28 25 28 30, 2Y -S' 0 33 33 33 33 30 8.5 Y-10' A 64" E 22 22 24 26 131-V F 28 28 28 30 27-W G 33 33 33 33 30 9 YA' A 6-0'' E 22 22 24 26 1T-3" F 28 28 28 30 21'-7' 0 33 33 33 33 31 1. 76' A S'4' E 22 22 24 26 1Y-9" F 29 29 29 30 21'-2- G 34 34 34 34 31 10 Y-5' A 6'3' E 22 22 24 28 174' F 29 29 29 29 20'-10' G 34 1 34 34 34 31 10.5 73" A 612, E 22 22 24 26 111-11' F 29 29 29 29 20'6, G 35 35 35 35 32 11 Y4' A 4'-11' E 22 22 24 26 11'-7' F 29 29 29 29 20'-21 0 35 35 35 35 32 1151 Y -i' A 4'-0' E 22 22 251 26 11'-3' F 29 29 28 1B'-1 D1 0 351 35 35 JS 120 MPH EXPOSURE 6 30 5 4'-10' A 10'6' E 20 22 25 27 184' F 24 25 28 30 263' F 27 27 30 32 551 44" A 9'-91 E 20 22 23 26 18'-2' F 25 26 26 30 25'-51 G 27 27 30 32 6 4'4" A 8'-11' E 20 22 24 26 1731 F 25 23 28 29 24.61 G 28 28 30 32 6.3 3'41' A 8'3" E 20 21 24 26 1616' F 25 25 27 29 24'-0' O 28 28 30 32 7 3'S A T1• E 20 21 24 25 151-0' F 25 25 27 20 2761 G 29 29 30 31 7.6 3'-r A T -Y E 20 21 23 25 14'-11' F 26 28 27 29 27-11' G 29 29 29 31 8 31-0" A 61-r E 20 20 23 25 14'4' F 26 26 27 28 2Y -S' 0 30 30 30 31 8.5 Y-10' A 6'4' E 20 20 23 24 13'-9' F 26 26 26 28 274' G 30 30 30 31 9 Y$ A 6'-0" E 20 20 23 24 13'J" F 26 26 26 28 21'•7 G 31 31 31 31 9.6 Y6' A 5141- E 20 20 22 24 1Y-9' F 26 26 26 26 21'-21 O 31 31 31 31 10 751 A 51-5' E 20 20 Z2 24 174' F 26 26 26 28 20'-10' G 31 31 31 31 10.5 73" A 51•2' E 20 20 23 24 11'•11- F 26 26 26 27 20'6' G 32 32 32 32 11 Y,2" A 4'•11' E 20 20 23 25 11'•7' F 27 27 27 27 20'•2' G 32 32 32 32 120 MPH EXPOSURE C a 140 MPH EXPOSURE B 30 5 41.10• A 101-8' E 22 24 21 29 184' F 27 28 1 33 SS 4'4" A 9'•9" E 22 24 27 +e'-2• F 28 28 0 32 - +1fCc�fO 6 4'-0' A K-11' E 22 23 26 ZB 1T -Y F 28 0 32 6.5 T6• w 6'•3" E 22 23 26 28 16'•5' F 29 5 32 7 315, A T6" E 22 23 26 25 15'6' F 28 30 31 i��(,4 �' TS T-2' A T -r E 22 22 25 27 14'-11' F 29 29 31 �. - 8 8,3 T-0' z-10' A A B'-9' 6.4' E E 22 22 22 22 25 25 27 27 14.4' 131•91 F F 29 29 29 29 29 31 31 9 2'-0" A 6-0' E 22 22 25 26 1731 F 211 6 30 9.6 2'61 A 5.81 E 22 22 24 26 17-9' F 30 10 Y6' A 53' E 22 22 24 26 17.4' F 10.5 751' A 5-r E 22 22 26 27 11' -Ir 1 t 74' A 4'-11' E 22 22 25 27 1177' 42 C 30 _\ OCT 02 2013 ICC ESR1398 (2012 IBC) 9/29/2013 Page 12 of 66 ; oFcatiFo`�� JUN 02 2015 ALLOY) FOUR #E SEE TABLE BELOW FOR 4' ,L% SCHEDULE ' BRACKET USED WV X 6 1/Y WFIERS E a` LATTICE TUBES ((t51xl.5' e3' o/c 2'x2' B4• o/c 31411161 o/c DETAIL L4 A ■ _ . 2'X3' BS' o% LATTICE 3105 H24 ALUM ALLOY 3 — M R do SIDEPLATES L4 05T/RAFTER/LATTICE TUBE --H34 ALUM. ALLOY) (3004-H34 ALUM. ALLOY) RAFTER TO HEADER CONTINUOUS 2"x6' OR 2x8" CONNECTION DOUGLAS FIR LEDGER OR BRACKETS PROVIDE SIMPSON STRONG 6063T6 I TIE MSTA36 (ICC ESR 2105) AT ALUM ALLOY SPLICE LOCATION t=0.060' COVER W10.018' ALUMINUM 1/4' LAG SCREW OR BRACKET USED W/ 31x8 EMBED #14 SCREW W/ 2.5' EMBED INTO WOOD _ ..._._.._-•--------- Allow able Trib Wxflh Wind No. of #8 Screw s Speed t(m) Header 2 3 4 5 All C Beams "On Stab' 0.040 Double 2x6 11' 1S '8 Double 12G Steel 3x8 Exp 0.042 0.042^x3'xV' 6' V 12' 15' 0.042 Double 3x8 12' 15' E140rrph 0.040 Double 2x6 5 13' 1S 0.042 0.042•x3'x8" 5' r s' 17 0.042 Double 3x8 v 14' 15 #14 Screws 170 mph 0.040 Double 2x6 8' 12 15' &P C 0.042 0.042"x3"x8" 4' 6 8' 11' 0.042 Double 3x8 8' 13' 16 140 rrph 16G min 8' Steel C 15' Exp C 16G nin Double Steel C 15' 170 mph 16G min 8" Steel C 11' 15' 8rp C 16G nin Double Steel C 15' '�3• x 3' METAL POST DETAIL L25 EIti1T X14 SNS L13 00 TWO 3/e•x5• ElOEOMEHr 00 lIW SCREW W/ I.O. ONE DN EACH SIDE OF POST. g10 F/yG/ REnuDRED FASTERS 681 9TWO #8 SMS EACH SIDE 6130 17 THREE #8 SMS EACH SIDE FOR * 3X8 RAFTERS IN 25 PSF GROUND SNOW LOADS OR 140 CIVIi. MPH WIND AREAS d'l �Q' JUN 02 2015 �� FCAI-1F0 1/2' FOR 2 X RAPIERS 6063-T5 3/4' FOR 3 X Am Am. le- I RAti1TiS L@ RAFTER HANGER #8 SCREWS • !a W H SCREWS LON ER4 TTICEHEIGHT LATTICE TO 6 RAFTER CONN. 9 AND 3 x3 RAFTERS STUD SEE TABLE _ 7.5 COLUMN ANC4Ul�_SIDE DOUBLE FOR QUANTITY ALU1L HEADERS USE DEW RAF0 SIRUCIAIRE ONE BRACKET RAFTER PER HEADER (DRAa 2-.�1 DE 1 DETAIL L7) L10 TERNATE RAFTER TO WALL CONN. SEE GENERAL NOTE #19 AND LATTICE NOTE #3 UNITS MUST COMPY WITH TABLES L1 AND L2 ON SHEET M5 MAX WIND SPEED IS 115 mph EXPOSURE C STUD - 3.0 0.72 �1.56� 0.72 - -{ 0.93 I -- 0�.72 0.93156 300 —•� 0.28 0.37 0.72 -• I 10.17 t = 0.030' ALUM = 0.040 ALUM = 0.041' STEEL 2.5' SDC 1/4• LAG SCREWS OR P117KETRA�1 INTO n° Ll 1 3" ALTERNATE POST STUD W/ MIN SG - OS (3105 H25 ALUM. AHOY OR I A-653 Fy=40 KSI STEEL) 0 I 3' X 8' ALUM RAFTER BRACKET DETAIL L7 0 3' X 8' ALUM HEADER POST ALTERNATIVE FOR L15 SLAB ATTACHMENT ONLY N14 SHEET METAL SCREW MAXIMUM WIND CONDITION IS 170 MPH EXPOSURE C Page 18 of 66 1' MIN ''ms` Ur M1RX SEE GENERAL ATTACHED STRUCTURE POST NOTE #23 TO DECK FLOOR JOIST ICC ESR1398 (2012 IBC) 9/29/2013 L- 1.82' FOR Y X.6 1/2' RAPIERS I- 2.9Y FOR 3' X 8' RATERS 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 DOUBLE HEADER 0.040'X2'X6.625' DR 0.042X3'X8' 0.041'x3'xc STEEL PDS FDUR #14 EACH SIDE NOTE, SEE SHEET MISC5a DR MISC5b FOR MOMENT CONNECTION SPECS j*Amenm%.a6Av%-28921 US Hwy 74 EXTERIOR HOME PRODUCTS ROmoland,CA 92585 OCT 02 2013 EtiLLT01-2012 Component atio & Engineers Stamp 1 of 4 Req'd Beam I 3# of Type 114" bolts All C Beams "On Stab' 4 16G Steel 3x8 4 12G Steel 3x8 '8 Double 12G Steel 3x8 I 8 DOUBLE HEADER 0.040'X2'X6.625' DR 0.042X3'X8' 0.041'x3'xc STEEL PDS FDUR #14 EACH SIDE NOTE, SEE SHEET MISC5a DR MISC5b FOR MOMENT CONNECTION SPECS j*Amenm%.a6Av%-28921 US Hwy 74 EXTERIOR HOME PRODUCTS ROmoland,CA 92585 OCT 02 2013 EtiLLT01-2012 Component atio & Engineers Stamp 1 of 4 LATTICE COVER 10 POST SPACINGS FOR PATIOAND COMMERCIAL COVERS HIGH MOND AREA: 10 16 Ga 3k Steel C Beam Dalai 18) L18) Double 1 Ge 3 5(8 Steel C (Detail ) 12 a7t6' Steel C BenFreestanding TABLE 3.5 diedsingle Freestanding of dsingle ing or enredskoe Freestanding or B spenstrutWre Mullis Units span SeudLae Units s SWdrae MuIC an Units GROUND TPoB MAX POST MAX MAX POST LENGTH MAX T LENGTH MAC MAXPOSTLENGTH SNOW WIDTH POST REOD POST MIN FOOTER 8' Ir 1 1S POST MIN FOOTER7 ' 15 POST MIN foo7Ea 8' I 17 1 1r LOAD (FT) SPAC4NO FOR SPACIN POST SIZE CONSTRAINEDFOO SPACW POST SO2 ED FOOTE SPACING POST BIiE CONSTRAJNFDFOOTEF(PSF) ON SLAB SLAB (FT) TYPE 'd 'd w 'd (FT) TYPE 'd d 'd (FT) TYPE 'd 'd, 'd 'd(F'T) 6 (M) Cm) Cm (Ili) (int n On) m Ont I On) in 10 150 MPH EXPOSURE C or 170 MPH EXPOSURE B 33 35 24.3' D 37 37 37 30'-7' E 40 40 4D LIVE 10 6 13'-71 A 27.1' C 32 32 34 26'-5" D 35 35 36 E 33'-3' E 38 38 38 LIVE 55 174' A 18'-11' C 33 33 33 2S -Y E 36 36 36 42 37-31 E 39 39 39 A 6 114' A 1T-10' O 33 33 33 Zr-10' E 37 37 37 43 31'4' E 40 40 40 14'4' 65 175' A 16`-11' O 33 33 33 24',7 E 37 37 37 43 376' F 40 40 40 C 7 9$ A tr-i' D 33 33 33 Z31 -r E 38 38 38 T -Y 29'-9' F 41 41 41 36 7.5 9-11 A 15'4' 0 34 34 34 23'-1' E 39 39 39 85 27.1' F 42 42 42 36 8 9S A U'-8' D 34 34 34 27-8' E 39 39 39 T-6' 26'-5' F 42 42 42 36 8.5 5-0' A 14'-0' D 34 34 34 21'-9' E 39 39 39 A Zr-11' F 43 43 43 16'-0' 9 TS A 13'4' D 34 34 34 21'+1' E 40 40 40 11'4- 2T4' F 43 43 43 E 9.5 T -Y A. IT -w 0 34 34 M 27.7' F 40 40 40 0 26'-10' F 44 44 44 43 10 F -V A 1741' D 35 35 35 W.O. F 41 41 41 37 26'-5' F 44 44 N 43 105 5.5' A 1Z1' D 35 35 35 19'4' F 41 41 41 37 26'-0' F 45 45 45 43 11 r -Y A 11'-7' D 35 35 35 19'-11 F 41 41 41 37 26'-7' F 45 45 45 2Y-10' 11.5 S-11' A 11.1' D 35 35 35 1B'-7' F 41 41 41 25.2' F 46 46 46 12 5'-8' A 10=7 D 35 35 35 18-2' F 42 42 42 24'-10' F 48 46 48 13 5'-Y A 9'-10' D 35 35 35 ITS' F I2 42 42 24'3' F 47 47 <> 160 MPH EXPOSURE C or 180 MPH EXPOSURES - 10 5 ITT' A 18'-10" B 33 33 34 27=8' D 37 37 37 31-11" E 39 39 39 LIVE 55 174' A 1T-101 C 33 33 34 26'W E 38 38 38 37-111 E 40 40 40 6 11'4' A 15.11' C 34 34 34 25-0' E 39 39 39 W -w E 41 41 41 65 175' A 15.2' D 34 34 34 254' E 40 40 40 29'3' E 42 42 42 7 Ir4r A 15'-5' D 34 34 34 24=9" E 40 40 40 28'-6' F 42 42 42 75 T-1" A 14'-10" D 35 35 35 24'-Y E 41 41 41 27'-10' F 43 43 43 8 9S' A 14'-3' D 35 35 35 23' 5' E 42 42 42 2T-3" F 44 44 44 85 r-0" A 13'-9' 0 35 35 35 23'-21 F 42 42 42 26'5' F 44 44 44 9 TS A 13'-31 0 36 36 36 2Z -V F 43 43 43 W -2'F 45 45 45 9.5 T•7 A 17.10" D 36 36 36 2Y-2' F 43 43 43 25'-9' F 45 45 45 10 61-9" A 1741 D 36 36 36 21'5' F 43 43 43 25'-41 F 46 46 46 10.5 V-5' A 171' 0 36 36 36 27-10- F 44 44 44 24'-11' F 46 46 46 11 6'-7 A 11'-7' D 36 36 36 27�T1 F 44 44 44 24'-61' F 47 47 47 115 5.11' A 11'4' D 36 36 36 IV -9" F 44 44 44 24-2' F 47 47 47 10 ..,,....,...1..,...11.._ 5 13'-T A 17.6' B 33 33 35 24.3' D 37 37 37 30'-7' E 40 40 4D LIVE 5.5 174' A 19-T B 34 34 34 23'-0' D 38 38 38 29-8' E 41 41 41 25-5' 6 11'4' A 16'-9' C 34 34 34 22.1 D' D 39 39 39 29-10' E 42 42 42 28 6.5 104-W A 161-W C 35 35 35 21=11" E 39 39 39 29-1' E 43 43 43 16'4' 7 9-8" A 14'4' C 35 35 35 21'1' E 40 40 40 274' E 43 43 43 22 7.5 9.1' A 13'-9' C 35 35 35 W4' E 40 40 40 25.9' F 44 44 44 T -Y 8 941 A 13'-2' 0 36 36 36 19'1' E 41 41 41 26'-Y F 45 45 45 8 85 9-0' A 17.9' 0 36 36 36 19'-1' E 41 N 41 25'5' F 45 45 45 34 9 T-6' A 17-3' D 36 36 36 18'-8' E 41 41 41 25'-2' F 46 48 46 G 9.5 T -Y A 11'-f0' D 36 36 35 16'-0' E 42 42 42 24'-9' F 46 46 46 29 10 61-91 A 11'4- D 37 37 37 17'$ E 42 42 42 24'-3' F 47 47 47 F 10.5 6'1' A 11-1' 0 37 37 37 17'-1' E 43 43 43 23'-11' F 48 48 48 24 11 V-2' A 17.9' D 37 37 37 16'5' E 43 43 43 23'4" F 46 48 48 E 11.5 5-11' A 17-81 D 37 37 37 16-31 E 43 43 43 23'-Y F 49 49 49 12 S-8' A 173' D 37 97 37 16'-11' E 43 43 43 2Y-10' F 49 49 49 GENERAL INSTRUCTIONS F R THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 2OPSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 6. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 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 3.5 120 MPH EXPOSURE C or 140 30 16 Go 3'x8" Steel Beam (Detail L78 12 Ga 3 k ' Steel C Beam Detail 16 Double 12 Ge 3 k8 Steel C Detail L8) TABLE 3 6 Anada� Single Freestanding or fined S81gle FTeestandutg Of A¢odced slnyte Freestanding or 22 span Strumae Multi n Units span structure Multispan Units span sauct a Multispan Units GROUND TRIG MAX POST MAX MAX POST LENGTH MAIC MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH READ POST MIN 0076 9 I 1T I 151 8' I 17 I 15' POST MIN ao F I 17 I 15' POST MM1(01n) LOAD tFT) 1'PPA'-1.NI FOR SPACO4 POSE SIZE CONSTRAINED FOOTER SPACW POST CONSTRAINEDF00 SPACIN POST SIZE CONSTRAINED FOOTFF (PSF) ON SLAB SCAB (FT) TYPE 'd 'd 'd 'd (FT) TYPE 'd 1d 'd (FT) TYPE 'd 1d 'd 'd ( M) Cm On) M) On) (in) On n ) (in) 120 MPH EXPOSURE C or 140 30 5 4'-10- A 17-81 E 22 24 26 28 Ur -4" F 27 27 30 32 W-3- F 30 30 32 34 4S 5.5 44' A 7-B' E 22 23 . 26 25 18'-2* F 28 28 29 31 25-5' G 31 31 32 34 7 6 4147 A 8'-11' E 22 23 25 27 1T-3' F 26 28 29 31 2C4' G 31 31 31 33 17 65 744 A 8'-3' E 22 22 25 27 16'4' F 26 28 29 31 24'41' G 32 32 32 33 I7 7 3'S' A r -w E 72 22 25 27 15'-8' F 26 28 29 30 23'-5" G 33 33 33 33 75 T -Z' A T -Y E 22 22 25 27 14'-11' F 29 29 29 30 2711' G 33 • 33 33 33 8 T -O" A 61-9' E 22 22 24 26 144' F 29 29 29 30 27.5' G 34 34 34 34 8.5 Y-10" A 54' E 22 22 24 26 1Y-9' F 29 29 29 30 27d' G M 34 34 34 92r 741 A 6'-0' E 22 22 24 26 13'-3" F 29 29 29 30 21'-7' G 31 34 34 N 9.5 741' A S-8' E 22 22 24 26 Ir -91 F 29 29 29 29 21'-Y G 35 35 35 35 1D 7S' A SS E 22 22 24 26 174' F 3D 30 30 30 2D'-10' G 35 35 35 35 105 7-3' A S -Y E 22 22 25 27 11'-11' F SD 30 30 30 274' G 36 36 36 39 30 5 4'-10- A 17-8' E 2S 25 29 31 194' F 30 30 32 34 264' F 34 34 34 37 4S 5.5 44' A 919" E 25 25 28 30 181-2' F 3131 6.5 32 34 2F -S' G 34 34 34 36 7 6 4'-0' A 8'-11' E 25 25 28 30 17-31F 17 31 31 31 34 244' G 35 35 35 36 17 85 T-8" A 8'3' E 25 25 27 29 16'-5' F 31 31 31 33 241' G 36 36 36 36 I7 7 T-5' A TS' E 25 25 27 29 1 T4 F 32 32 32 33 23'1' G 36 36 36 36 7-5 3'-Y A T-2' E 25 25 27 29 14'-11' F 32 32 32 33 27-11' O 37 37 37 37 6 3'4P A 61-9' E 25 25 26 25 14'4' F 32 32 32 32 27S' G 37 37 37 37 85 7-10- A 64' E 2525 28 28 13, F 32 32 32 32 2X4' G 38 38 38 38 B 741 A r-0' E 25 25 26 28 13'-3' 1 F 1 33 1 33 1 33 1 33 1 21'-7' 1 G 1 38 38 1 38 1 35 OVER- HANG Post Description Max POST H t Code TABLE32 7RIBUTARYVWrHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURE•S 0-D42"x3'x8" Aluminum Post 10' B L1 Ir 9' 10' 11' 17 13' 14' 15 15 1T 18' 19 27 21' 2X 7 4' 4S 5' 65' 6' 6.5' T 751 8' 5.5' 9 95' 17 10-5' 717- 1. 45' 5' 6.5 5 6S T 75' 9 5S 9 9.S 17 105' 11' 11.5' 7 5' 55' 6' 6.5' T 75' 8' &S 9 9.5' 17 10.5' it' 115' 17 Y $5' r 6.51 7' I's 9 as 9 95' 17 10.51 Ill 115' 17 125 4' 6 65' T 7S S 65' 9 95' 10' 105' 11' 11.51 17 125' 13' T 1 6.5' r 75' 9 8.5' 9 9.5' 17 10.5' 11' 115' I7 126' 13' 135' TABLE 3.3 Post Requirements for Attached Slnnig&S an Structures Post Description Max POST H t Code Detail 0-D42"x3'x8" Aluminum Post 10' B L1 0.024"4"4'Postwflh Sideplat 11' B L24 Clover 0.03D'x3"x3" Ah9n 11' C L11 Clover 0.04U'xT'x3" Ahem 11' D 1-11 Colonial 0.062" Extruded 17 E AE 0.041 k3 x31 Steel Clover11' 3116x3513 Steel S ' e F 1-11 0.0419x3'33' Steel Clover 8 G 1-11 3/16W"x3" Steel Square 15 H L21 3/169x3"1!3" Steel Square 17 1 L21 31169x49x4" Steel Square 15 J L21 3/16x59x5' Steel Square 15' 1 K L21 S. 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 Amerimax Exterior Home 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 (L1 -L29). DETAILS MAY REQUIRE POST TO UPGRADED. 8 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISC6 Cad Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEIN 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 eariputnam@comcastnet SLAB 9. FOLLOW 9-11 FROM ABOVE C SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES TABLE 3A Post Requirements for Freestanding Structures or Mutt) an Attached Structures Post Description Maximum Footipa Max Heigh POST Code Detail # 0.0411K 5" Steel Clover d- 0" 9 8 1-11 0.0411x31!3' Steel Clover 1" e' B 1-11 3116"x3"x3" Steel Square 430" 12' C L21 3116xTKW Steel Square d= 32 8 F L21 3116x3513 Steel S ' e d= 35" 15' F L21 3/1633'x3" Steel m d= 37" 17 E 1-21 3/1634'x4"Steel re d= 41' 15' G L21 3/1635'35"Steel re d= 46' 15' I 121 JUN 02 2015 ICC ESR1398 (2012 IBC) 9/2912013 Page 17 of 66 2--1nAn 4-8 #I4 SMS FOUR 014 SMS EACH SIDE FOR 140 MPH EXP 0.042"X3"X8"EACH SIDE C SLAB ATTACHMENT AND UP TO d=26' HEADER SEE NOTE FGGTING.' V, I 1 MIN 0.024. y "8" 0.024' 0.024' OR 1/2 '0 GALVANIZED OR STAINLESS STEEL HILTI KWIK BUILT TZ CONCRETE ANCHOR (ICC ESR 1917) W/ 2' EMBED AND'.'1.0 WASHER OR EQUIVALENT age 'i� 7 3'x8' HEADER CONNECTION + 2'X6' SIDEPLATES SEE 'r 1 SEE NOTE FOR DIMENSIONS NOTE FOR THICKNESS 'A' AND 'B' 3' 13"X 3" 2"X 6.625" L26 REQUIREMENTS SEEtw .6 5/8" r5 ,L9 j POST (SIDEPLATES DETAIL--/4 ALUM. FOOTING jUN 0 201 L26 ALUMINUM BRACKET FOR CONNECTING; I BRACKET FOUR- X14 POST TO FO❑TING OR 4' SLAB I EACH SIDE. SP (6063-T6 ALUM ALLOY) f PUT 3" SINGLE SPAN ATTACHED UNITS ONLYg 4 • REQUIRES SIDEPLATES AS SHOWN IN • •. .- y DETAIL L26 SLAB )R FOOT NG NOTEi SEE SHEET MISC5a 1 81 9 OR MISC5b FOR SPECS ❑N ` 0 7 i 3"x3" ALUMINUM RAFTER MOMENT CONNECTION 3• SQUARE COLUMN ALTERNATE 1.5" (3004-H34 ALUM. ALLOY) 3'X3'WITH SIDEPLATES kf' Cl TWO #10 OR #14 SMS � 2• x 6.5' SIDEPLATES L30 RAFTER MAXIMUM FOOTING FOR THIS FCA QFC �C3004-H34 ALUM. ALLOY) ATTACHMENT j LATTICE HEADER DETAIL IS d=26' Lattice Solid Par 0.042"x3"xB" HEADER Alun. Bracket (t = 0.06 BETAD. L9 Lattice o Alw' Solid Pane "77 6" MIN n n . . #8 SMS �v .I 3' x 8' Header #2 3' x 81 Header #1 I •I (0.042') (0.0427 2• x 6' Side Piate FOUR #14 SMS EACH SIDE FD 2" MIN #14 SMS— EACH HEADER I 31 x 81 Header I ( (0.04 3'x3" POSTI I 3"x3" POST 2x6.5" SIDEPLATE l I TOP MOUNT BRACKET 0.21" STEEL Fy - 33 kei 8. BRACKET IS L094' WIDE SMS Y 8" 20 Ct1i7UL NotE ( to= MM FID A') ALUM ONOX .d.� RAFTER • MOM /14aa• «r... TaP L27 ALTERNATIVE SPLICE FOR ATTACHED UNITS MAXIMUM F❑❑TING SIZE IS d=26' ICC ESR1398 (2012 IBC) 9/29/2013 Live MAX "L" FOR TOP Load OR SIDE MOUNT Wind Speed 16" olc 24'olc (psi) and Exposure 10 130 mph Exp B 23'-9" 1540" 0.125"x1.5"x1.5' STEEL 140 mph Exp B .22'-T' 15-1^ (Fy-33 KSI) V BRACKET 115 mph Exp C 23•-9" 15-10" d< 33' 130 mph Exp C ir-w, 17-T' d<38' 140 mph Exp C 15-4" 1a -to" 20 140 mph Exp C 1zd" s'3" NOT ALLOWED IN SNOW LOAD AREAS L SEE GENERAL NOTE #9 FOR CORROSION PROTECTION ATTACH PER TABLE 7.5 1' MIN GAP BETWEEN EXISTING EAyE LEDGER AND RGOF FOR WOOD FRAMING DRAINAGE V SEE SHEET M6 FOI ALL HOUSE PENETRATIONS STEEL POST REQUIRED SLAB 101.5" MUST BE COMPLETELY AND FOR CONSTRAINED 3/8' x 9' STEEL PERMANENTLY SEALED REBAR EMBEDDED AT 'B' 6 PLACES 0.125"x1.5"x1.5' STEEL DEPTH (Fy-33 KSI) V BRACKET f a v d< 33' 2" SPACING Iv B d<38' B=12' �$ BETWEEN SCREWS , d<46' IDE M EAVE ATTACHMENT d<51' EAVE OVERHANG AND 1 3" 'L' MUST ALSO COMPLY WITH DETAIL L17 LEDGER BOARD 9"7.CONCRETE -) Page 20 of 66 ALUM OCT 02 2013 NTS omLoten For Patio & Engineers Stamp F. I FLW.LT03-2012 unctures 3of4. V SEE SHEET M6 FOI STEEL POST REQUIRED SLAB FOR CONSTRAINED 3/8' x 9' STEEL FoonNcs REBAR EMBEDDED AT 'B' b. D D DEPTH a v d< 33' B= 9' Iv B d<38' B=12' d<46' B=18' d d d<51' B=24' 3" 9"7.CONCRETE -) tY 4 L29 F_ _ d Cy FREESTANDING OR ATTACHED STRUCTURE COLUMN TO FOOTING CONNECTION DETAIL )' �merimax 28921 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland,CA 92585 13EJ /CP OCT 02 2013 NTS omLoten For Patio & Engineers Stamp F. I FLW.LT03-2012 unctures 3of4. L16 3/8' BOLTS W/ 1' DIA. x 3/32' THK, STL. WASHER TO 8' STEEL 'C' BEAM 5.5' SEE TABLE 7.4 COLUMN 'N' FOR QUANTITY 1.575" 2.843' FOR #14 SELF DRILLING SCREWS SEE TABLE 7.4 COLUMN 'L'. r 0.097' IUP I ALTERNATE 3' SQ POST CONNECTOR _ "I' BRACKET (6063T6 ALUM) 2.25" 10" IF DETAIL L29 IS NOT USED ATTACH 0.750' SIDE PLATES AS PER DETAIL L26 .091-- /3 8' BOLTS SEE TABLE 7.3 COLUMN 'H' FOR QUANTITY 0.041x3'x3' OR #14 SELF DRILLING SCREWS STEEL POST SEE TABLE 7.3 COLUMN 'G' FOR QUANTITY 2.5' 0.875" 3'xB' 12 (t=0.105') OR 16 GAUGE (t=0.059') STEEL C BEAM a042'x3'x8' BOX Fy= 50 KSI BEAM WRAP 7.75" DETAIL Li L18 12 and 16 GA 3'x8' STEEL C BEAM W/ 0.042'X3'X8' ALUM WRAP 3'-6' L2, 1 1 J 3', 4', 5' OR 6' ASTM A500 GRADE B STEEL POST SEE GENERAL NOTE t#9 FOR CORROSION PROTECTION ICC ESR1398 (2012 IBC) 9129/201 e2X20 GA ASTM A853 GRADE 33 STEEL BRACKET FOUR #8 WOOD SCREWS INTO RAFTER AND FASCIA ONE PER RAFTER RAFTER ROOF COVERING IS A MAXIMUM DETAIL "A" OF 3 PSF HEAVIER ROOF COVERING /ax DF WOOD SHALL REQUIRE ADDITIONAL FASCIA ENGINEERING ANALYSIS �D"x WOOD FRAMING OUGLAS FIR—LARCH�iRri,F�• i _ 2 OR SEE GENERAL NOTE #Zi HANGER 0.01e• vwYOLcov� SFE rAetJ 7a f FOR MAXIMUM :j v ALUMINUM FOR FMIEM OVER WIC SEE RAFTER so>FsiU SCHEDULE O RICHT ALTERNATE EAVE ATTACHMENT Live/Snow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS "L" Solid Cover Wind SIZE EAVE OVERHANG (24" O/C) 6" 12" 18" 24" 30" 10 psi 2x4 25'-0' 20'-9' 12'-W r-1° 3'$' Lattice=135 Exp C 2x6 25-0' 25•-0' 25-0' 23-10' 1T-1' Sect with pernonently 2x8 25'-0' 2S -a 2&-V 26'-0' 2S4 10 psf 2x4 25'-0' 19-3' 11'-6' T-1' 3'-0' Lattice=140 Exp C 2x6 28-0 25-9 26-0' 22-• 16'-7' 2x8 28-0' 25'-0' 2&-V 25'4 284 20 psf 2x4 191-a 101-3' 5-10° 3'-0' 11$ Lattice=170 Exp C 2x6 19'47 19'-0' 17-1° 11'-9' 8'-4• 2x8 ' IT -V 19'-0• 19-0' 19'-0' 16'-B' 25 psf 2x4 18'-0' 11'-3• 54" Y-8- 1'-0' Lattice=170 Exp C 2x6 181-0• 18•-0' 18'-0 12-10' 9-1' (l' max. thick) 2x8 18'-0' is -0 18'-0 18 fY 18-0 30 psf 2x4 1T-0' V-2' S•-1• 2'-W 0-V Lattice=170Exp C 2x6 1T-9 1T -a 15'3' 10'4' T-1' 2x8 17"-0' 1r -a 17'-0' 1T-0• 14'-8• 40 psf 2x4 14'-0 0r 3'4' 0-0 V -V Lattice= 170 Exp C 2x6 14'-0• 14'•0 11'-0" T-2° 4'-T 2x8 14'-0' 14'-0' 14'-0• 14'-0' 10'-3' 60 psf 2x4 91-V 4'-0' V -V V -V 0'-0' Lattice=170 Exp C 2x6 9'-0• 9'-0• 6'-0" 4'-0• 2'-1' 2x8 91-0' 91-0' 9'-0' 8'8` S -ID' SEE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 7.7 Page 19 of 66 OCT 02 2013 � Engineer's Stamp T02-2012 mercial Lattice 2of4 HfADIR � BE I L� 9 HEADER SPLICE DETAIL p_ X14 o fA�i soE :T WAOM-a, 6 _ 1/2" SDWES a E OW M SODWIIIN SIDE Na fC� �4 Sect with pernonently C 681 9 flexible & waterproof seatant EXP. 6130/217 CONTINUOUS 2716° DOUGLAS FIR LEDGER * OR PROVIDE SIMPSON STRONG TIE AT SPLICE CIVIL EXISTING DF J MSTA36 (ICC ESR 2105) LOCATION ��\P FOfiCAUF FRAMED WALL 1.00'min. COVER W/ 0.019' ALUMINUM SEE GENERAL NOTE #23 T J 2 201 S 1/4' Lag Screw ATTACH LATTICE COVER 35' MIN AS PER L7 Com letel Seal with P Y p�ESSIp 'QR permanently flexible & -PT) waterproof sealant 25' MIN PENETRATION INTO WOOD FRAMING V/ MIN SG OS 1. 0•,M1n' L22 STUCCO ATTACHMENT DETAIL WITH LEDGER BOARD :=± 8 � .�, Amerimax 28921 USHwy 74 Synthetic Stucco or other non-structural covering C- �1\P E X T E. R 1 0 R HOME PR0 00CTS Romoland, CA 92585 (l' max. thick) C1fT0� Sheathing Qc_i /roIM SEE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 7.7 Page 19 of 66 OCT 02 2013 � Engineer's Stamp T02-2012 mercial Lattice 2of4