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08-1214 (PAT)`:e-44 4.4 Q�� P.O. BOX 1504 VOICE,(760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY. DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 8/04/08 Application Number: 08-00001214 % Owner: Property Address: 78740 VIA SONATA STREGE MICHAEL APN: 646-050-007- - - 78-740 VIA SONATA ,Application description: PATIO COVER - RESIDENTIAL LA QUINTA, CA 92253 Property Zoning: LOW DENSITY RESIDENTIAL (760) 771-6949 Application valuation: 13114 Contractor: P:AUG Applicant: Architect or Engineer: OUTBACK PATIO & SUNROOMS, IN 6260 RIVERCREST DRIVE STE'E 'RIVERSIDE, CA 92507 _•(951)697-0158 Q5 200,371"Lic. No.: 483069 ITY OF LA FINANCE - LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with ., I hereby affirm under penalty of perjury one of the following declarations: " Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided ` license Class: B C36 License No.: 483069 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Vate: ontractor: _ 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 WNER-BUILDER DEC RA N insurance carrier and policy number are: I hereby affirm under penalty of perjury tha am exempt from the Contractor's State License Law for the Carrier STATE FUND Policy Number 3003606-2008 following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the _ - person in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become subject to the workers' compensation prov' ' ns of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions' Code) or 3700 of the Labor Code, I shall forthwith comply with those provisions that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by - any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars'($ 500).: Date: '!!�d' -Applicant: (_ ). I, as owner of the property, or.my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The WARNING: FAILURE -TO SECURE WOR S' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMI PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself' through his or her own employees, provided that the DOLLARS,($ 100,000). IN ADDITI N TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). - APPLICANT ACKNOWLEDGEMENT (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the 7044,.Business and Professions Coder The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application. - property who builds or improves thereon, and who contracts for the. projects with a contractor(s) licensed 1 . Each person upon whose behalf this application is made, each person at whose request and for• pursuant to thu Contractors' State License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of this application, - (_ 1 I am exempt under Sec. , 8.&P.C. for this reason 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 workbeing performed under or following issuance of this permit.. Date: - Owner: _ 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 CONSTRUCTION LENDING AGENCY permit to cancellation. I hereby affirm'under penalty of perjury that there is a construction lending agency for the performance of the .I certify that I have read this application and state that the above information is correct. I agree to comply with all work for which this permit is issued (Sec. 3097, Civ. C.). city and county ordinances and state laws relating to building construction, and hereby authorize representativ ' f this county to enter Pon the above-mentioned property for in tion purposes. Lender's Name: l`// Date: � Signature (Applicant or Agent): Lender's Address: LQPERMIT Application Number 08-00001214 Permit . . . PATIO COVER PERMIT Additional desc 986 LATTICED PATIO CVR -REAR Permit Fee . . . 153.00 Plan Check Fee 99.45 Issue Date . . . . Valuation 13114 Expiration Date 1/31/09 Qty.. Unit Charge Per Extension BASE FEE 45.00 - 12.00 .9.0000 THOU BLDG -2,,0011-25,000 108.00 .; Special Notes and Comments . - 986 SF LATTICED PATIO COVER BY METALS USA AT REAR OF RESIDENCE PER ENGINEERED DESIGN. 2007 CODES. ---------------------------------------------------------------------------- Other Fees STRONG MOTION (SMI) - RES 1.31 Fee summary Charged Paid Credited Due Permit Fee Total 153.00 .00_ .00 153.00 Plan Check Total 99.45 .00 .00 99.45 Other Fee Total 1.31 .00 .00 1.31 - Grand Total 253.76 00 .00 253.76 j - LQPERMIT - Bin # _ - Permit.# - A �Zl - City of La Quinta Building 8T Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta CA 92253 =760 ( ) 777-7012 Building Permit Application and Tracking Sheet rroject _ Address: a _ ? 4 ' V Y A•St, �, Owner's Name: M S K k - C_1= L C L S C J L iZ A. P. Number: 4 b a y n o oi Address: 7 S- -74 S� ^,A—N Legal. Description: City, ST, Zip: Contractor: o u r 9A c j:� ?A TT -o'4 IS. w d ao r n S i r -"c - Address: tr tz J E (4, c-tZE Telephone: Project Description: City, ST, Zip: Ki v r ([ E A el 2 50 _1 C1 SU` t --A i � Ln v t To Telephone: CBop) S -1-7-Z �� x � � City Lic. #: s - State Lic. # : '49-1 3 0 "I Arch., Engr.,.Designer: Address: .City, ST,.Zip: Tele hone - P � , Construction Type: Occupancy: State Lic. #: Project type (circle one): New Add'n Alter Repair. Demo Name of Contact Person: TF -o -i G (ZL 5 w E L Sq. Ft.: "I t Lo # Stories: #Units: Telephone # of Contact Person: -C E> a o) S-7 -r - z 93 -q Estimated Value of Project APPLICANT: DO NOT WRITE, BELOW THIS LINE # Submittal Req'd Rec'.d TRACKING PERMIT FEES Plan Sets Plan Check submitted lie Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan.Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading, plan 2°" Review, ready for correction ssue 1 Electrical �• Subcontactor'. List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- "Review, ready for correctionsfissueDeveloper Impact ee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees Z53. 4 c_cLE.S L S�K'C c i OVT3A�K PATId0oCcoo-t5t C. I S `fJ V. �2?S3 (o ZCo o RL v.�R "�� .r �T Cn_ ,•[ 7-7 (,9°rq RLVERszpt c_ra. 01'Z'SO -7 CELTL'C"TLo,I 434 q' c� 5 CITY OF LA QUINTA Go 5 oo o % BUILDING & SAFETY DEPT. FoPoROVED STRUCTION DATE $BY CONSTRUCTION H�O* 4 - .October 1st -April 30 ' _ Monday - Friday: 7:0 -m- to 5:30 p.m, snA RE -INSPECTION FEE OF $30 - Saturday: 8:04,a.m. to 5:00 p.an. WIL E CHARGED IF THE APPROVED Sunday: ne ex s r h o PLANS D 10B CARD ARE NOT ON Government,Co��iolidays: None Po M - THE SIT FOR A SCHEDULED - May 1st - September 30th INSPECTIO Monday - Friday: 6:00 a.m. to 7:00 p.nL — - Saturday: 8:00 a.m. to 5:00 p.m. o_ n Sunday: None 53� z �� r m d Government Code`Holidays: NTo e 0 N rn � � c o m C �moC �=mmoom Construction is NOT PERMITTED � / � � - ' " � zCZ ATTA�Hf:Vr Beim -r) ccnn = v' on the following Code Holidays: r r,•, o a � m i7_5 � •', '37 ma��coco New Year's Day �` o m n z Dr Martin Luther King Jr. Day President's Day . o C:1 o z Memorial Day z - sTo�� ZE a o � -� n �'b' ��D ao--ana Independence Day o A Labor Day Veteran's Day Thanksgiving Day, " Christmas DayT T L E t , Ex, s-ri a(r D; 4k)A,&E WjL LA so N �T A NOTE ALT -F WC a 1. SbicOoal daagn pm 2008 MwndU-d Cade. PaUo occas os ddhod In MC 1 etwllM used only for reamtlawl, B+hq D1eDaees and not ae gaepes, etaage /Data er rooms 2. The roof penele SW hm a mlMnum dW-023" Per foot• 3. The pd dw and extmlar fadrq nwtarlot dw0 be ahonharm wNaminp to the . far 3108–N14 Nwy per tem. T m rMb Me am. o w0 Ee as shw to Ms approI aooeatb Ownto ta, ' 4. Ponab ohd W awti— N On dhae0on of Own ldlh no tranmmm JOWL Ns Re� Dote. - 6 / 1 10'-0" 1 'All" f 1 " tfl'_,)" -rl. l _ 1 A 1 _ - /— (TNRFF PI Arr zi . _ . • 'I, _ — —� . - 11 . . . 11 • - � - i I - 0 ' I �LarQuihto CAV J Prated ' • sheet .: - ,-. . Dor. 6=9-08 ; scab NOTED..:. �V w i T 7. r. a 0 I I ` u Z 1 I , Revisions 1 c M U o� /� /� a ..... �. CO O .. LL. co `d toN CO Z E- CV ° HyC,� 0 :.A.JZ o X IVWxd 0 cv=ac,. Z__. JUL 14 2000 Carl Putnam, P.E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NE'f Drown. By r' CMP Check By` .i PROJECTION _ 8. La screws shall be laced in holes 9 p prebored 70% diam. .For concrete Y� Flenome .,block construction_ place masonry anchors as per, the installation r stole F instructions.. ' TRIB WIDTH �----- TRIB WIDTH---�---- TRIBUTARY WIDTH 9. A foundation and solids investigation is not necesso.ry unless required by 1802.2.1 through 1802.2.6 the 2006 IBC. of Soil is assumed to be Class 5 of Table. 1804:2. of the 2006 IBC. _ .BEARING 1500 psf vert., 100 psf/ft. horiz and OVERHANG l-- doubled as per 1804.3.1. These design values do not apply to mud organic silts, organic clays, peat or unprepared fills and may require further soil investigation. 10. Drainage which otherwise would go over a public sidewalk shall be collected and diverted under sidewalk. EXISTING 11. Patio Covers may be enclosed with insect screening, approved translucent STRUCTURE or transparent plastic not more than 0.125" tk or glass conforming to t Chapter 24 of the IBC. Maximum wind speed is 90 mph Exposure C. 12. The roof panels shall have a minimum slope 0.5' per foot. 13.. All steel shall be galvanized or painted one shop coat 'of rust inhibiting primer and one coat of enamel finish coat. Paint inside of all embedded rPROJECTION o posts from the bottom to 12" above grade. 14. Wind velocity and Ground Snow/Live load identified in are all of the ~I~ WIDTH TRIBUTARY WIDTH relevant tables.. Roof loads have determined in accordance with ASCE7-05 _TRIB Section 7.3. CITY OF LA Q Ground; Snow Load_ Applied Roof Load BUfLpING &SAFETY DE 10 psf LO psf LIVE OR GROUND SNOW PT. APPROVED 20 psf ✓20 psf LIVE OR GROUND SNOW 25 psf 2.1 ' FOR CONSTRUCTION psf 30 psf 25.2 psf 40 psf 33.6 psf DATE BY •�•�, 60 psf 50.4 psf SEISMIC LOADING _ MAXIMUM 'Ss = .150% SHOWN IN .2006 IBC FIGURE 1613.5(1) S1 NOT APPLICABLE TO THESE STRUCTURES SITE CLASS = D BASIC SEISMIC FORCE RESISTNG SYSTEM = INVERTED PENDULUM R=2.0 General Notes ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE 15. The . width of single span attached structures must be at least 75% of 1. Structural design per 2006 International Building Code. Patio the projection. 4 Covers as defined in IBC Appendix I shall be used only for. 16. Multiple span units are allowed. recreational, outdoor living purposes and not as carports, 17: An unit. built in a snow load higher than 30 y 9 psf and in Seismic Design garages, storage rooms or habitable rooms. Commercial Category D, E or F is not permitted w/o additional seismic engineering ' /Covers may be used for these purposes. Fasteners are to be galvanized steel. Concrete anchor evaluation. 18. All roofs are Class B fire rated. , shall be installed in accordance with ICC ESR -1678 or 19. Alt screws are self drilling (SDS) or sheet metal -(SMS) and in conformance /3equivalent. with ICC ESR -5202, ESR -5623 or equivalent. �/ . Concrete shall have a compressive strength, f'c, of 2500 20. Header splice shall not be located nearer to the end than the first psi at 28 dMinimum .slab thickness is 3.5°. No post shall interior post. p ' - be placed within 2'-G' of a crack or 4" of an edge or 21. Bolts shall conform to ASTM A-307. ' expansion joint. 22.. Sliding and is :beyond the scope of this report. Drifting snow is covered 4. Each application shall show a complete plot plan of the under detail M3, property and buildings. Circle the post spacing,' span, etc., 23. All multispan tables assume equal spans within 20%. All specifications ' in the tables, that fit that 'particular job. must be based on the longest span. A -5. Each installation shall bear an identifying decal giving the 23. This entire engineering package will not be required for most 'building name and address of mfgr., live or snow load, horiz. and permits. Submission for a building permit must include: uplift wind loads and approval number. a. GENERAL. NOTES (MUSAGNOI.DWG) -' 6. Light gauge steel shall be per ASTM A653. Grade will be b. STRUCTURAL CONFIGURATIONS (MUSAOI.DWG) specified under individual details. Thickness is bare steel. c, RAFTER, SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES Negative thickness tolerance is =5%. (FOR SOLID COVERS) OR BOTH (FOR COMBINATION STRUCTURES) 7. Alternate alum. alloys may be substituted for those specified d . HEADER. POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW. AND provided they are registered with the Alum. Assoc. for equal WIND LOADS:e; or greater guaranteed minimum properties (Ftu, Fty, Fcy grid ALL, APPROPRIATE DETAILS E). Thickness indicated is bare metal and negative tolerance F. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY.. F is =5%. I , Revisions 1 c M U o� /� /� a ..... �. CO O .. LL. co `d toN CO Z E- CV ° HyC,� 0 :.A.JZ o X IVWxd 0 cv=ac,. Z__. JUL 14 2000 Carl Putnam, P.E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NE'f Drown. By r' CMP Check By` CMP Dote 10/9/2007 Flenome MUSAGNOI.DWG stole Pogo I OF I 78_1 --y-V / P64 G` • . Ay }' - • ,.f - .. - : s• • a 1'e 'r ♦; .+ .....w- j. • ♦ j - - .. ter' - . , .. R. M - z 4, ;. - ` v LATTICE '.TUBES • N❑T ' , - -A�R'REQUIRED W/ 2"X3N'`•AF-;,TER i'• � ", � '` -�. t} - ~ - ~ f ;—. , ' • y, OR 3X3. RAFTERS , . ,•" t` .�,- ,,.,,:. ; �. �,. , �, ,. ,.. , ,�� - r r :V11 o HEAD_ ER^ POST .+ ' (o e r % 36' MAX a HANG 4 POST CONNECTION OVERHANG • OVER . - `J-• _ 2a MAX I ~a T.'° • , DETAIL LA36 24• MAX3 OVERHANG ' - ,, - OVERHANG fOR I J'. d , • 60 PSF SNOW _ FOR 60 PSF! e'."LOADS " SNOW LOADS . a' < ta >•. ao d° a14 a Oo awl t . co �7r" I i.�/' s• SJ_ 1I e,° ' .. ° . • : 6_ . paJ,•' ° . . 4 , .'. °`ti':i � 1' >. •..' •.w. dI - d .0a'c ° °�>1 ' a • .`y .s'�\ o.�I .i • ao lf o�1 '�. �L. aD �d ° dWC12 aF3.5CONTE C=aaloErNaR SLAB REQUIRED FO°CONSTRAINED FOOTIG.d LA t F° 1 a. d'. a I Y ! # Z N �oo.. :r" �' • 01 ' I a I a a a d L I - t�v�4kx Cv Cq '. FREESTANDING LATTICE Cill wo 7 I FREESTANDING MULTISPAN 0.042"x3"x8" ALUMINUM BEAM. -_{ ^" LA r '. LATTICE COVER ■ m 14 OR, 16 GA -BY 3"X8" STEEL C -BEAM a , x , lam. O - %DOUBLE 0.032"X2"X6.5" ALUMINUM BEAM PROJECTION s w y DOUBLE 0.042"X3"XS" ALUMINUM BEAM, a kC ''HEADERS MAY s• _ - -- — CLEARSPAN=w `S OVERHANG r " ' •, , l^' PAST{ SPAC LATTICE TUBES NOT REQUIRED W/ 2"X3.5'r- ' OR 3°X3" RAFTERS - - i `tai• r ��•s ., - •• - - • - ALL RAFTERS ;"-aj . ,— • , , ' . MAY OVERHANG"" - 25%' OF . THEIR' . CLEARSPAN POST -CONNECTION • y a SURFACE MOUNT ❑R • Qa` I�.0 t�• r EMBEDDED 'POST = ' e. •a: - Carl Putnam, P. E. ' , • < < r a ,.. r . - 3441 IVYLINK PLACE' '°• n d' ° �\ >I 7 +:- + CARLPUTNAM VA 24503 E, �r 3.5" CONCRETE f` @COMCAST.N T at a • ,'j �, .a SLAB REQUIRED •, ° r 3.M. a FOR CONSTRAINED r 00 1 ING,, 3 - ATTACHED LATTICE COVER'. - 1 , MAXIMUM HEIGHT: FOR RATIO COVERS IS 12'' •, - 0 042'x3"x8,,. ALUMINUM U "BEAM r. ,,. MAXIMUM ;HEIGHT �FORr`COMMERCIAL COVERS'.. - 14 OR 16 GA BY 3 XS • STEEL C—BEAM •t A18L'.t 3= > r " DOUBLE 0032"X2"X65" AlIN M * ND CARP,ORTSIS l LU U BEAM` D�Oan BY DOUBLE 0.042:'X3"X8" ALUMINUM BEAM',«- t.! w•' , CMP ,Check By I. CMP Date 10/9/2007 FOename `, LATOI.DWG - Scale ., Pape -1 OF 5 4, • ,; _ . " DOUBLE 0.042:'X3"X8" ALUMINUM BEAM',«- t.! w•' kr tft " rz y :' ,.`ii. r„.' 5•} .' • e ^ J. _.a. .. :.t Yom_,,+, �- .. .._ ;p .. • }, r - } - ' t.f `T E _ . r _ t _ j' S ..: i,' ',{• • t r - , i 7%, ♦ • 7t i - ... - ` ,• ., , d' �� .'j .}- ' 4 « -,F7 g 5.683 j> 1ii a' I 0.075' (16 GA) ' 8.000 0.042' 6.500 0.024' 7.938 0.105' C14 GA) �- I,1 • ' LA 1.975 04 3.000 2'X6 1'/2' HEADER ' 0.042'x3'X8' HEADER/RAFTER LA 3004 H36 3004 H36 05 " �--2.308 -I I -2,375--I 2.7 0 , ' 0.090fu 0.060 ' LaSZ- -U- La U' BRACK ., B'-�1CKE ,� 11 FOR ; SQUARE POSTS 12 FOR CL{�ERLEAF PO 60 T6 ALUMINUM 606YF% ALUMINUM .028' R0.1400 0 0.032' ALUM CD .040' ALUM 0.043' STEEL LA 3' CLOVERLEAF POST is A-653 GRADE 40 STEEL 3004 H36 ALUMINUM . 0.1875 75 O O O 2.37 r - O O O 50 OO 23 O O oO 00 ro a In 0.060 � 0 �— - - - N —LA)STANDARD.BRACKET 0.773 07 FOR CLOVERLEAF POSTS �. 2-560--j 6063 6063 T6 ALUMINUM 06 HEAVY DUTY BRACKET 3.000--I FOR CLOVERLEAF POSTS LA STEEL C BEAM ASTM F 36 ksi STEEL 06 A653 GRADE 50 y —� I —5.683 CD uD ALUM BRACKET �- a 09 FOR 3' SQUARE _ CD Ln POSTS 6063T6 rl 0.090 - 0.060 4y La STANDARD BRACKET. FOR 3 SQUARE POSTS • 6063 T6 ALUMINUM I--3.344--� ALL BRACKET ; DIMENSIONS 2.72' �-- EXCEPT THICKNESS 0.125 ARE APPROXIMATE c�U - STS 00 0.188' -� ss75 N 13 `J.5' . 2'MIN ALUM. HEAVY DUTY BRACKET LA 0.125' ALUM 'H' • r 6063-T6 _ la BRACKET .6063-T6 L I ' La 0.09 STEE-L'IFy .= 33 KSI- ❑R y 16 0. 6063T5, ALUM. ' DEPENDS ❑N DETAIL LA34 Carl PutnamLPLACE "3441 IVYLIN'0.024'X3'X3' LYNCHBURG, 3SQUARE P❑ST CARLPUTNAM@.NET 3.000 --{ ' 0.055 14 S,M O.8. /C-TYPICALL. ." 3', 4', 5' OR 6.L r ' y`" f `0.024-X2'X6.5' ' 3', 4S; 5' OR 6` n, ALUM SIDEPLATE LA LUT A - 17 jI 3'; 4', 5' OR 6- 18 3'; 4', 5' OR 6' ' - 19 ALUMINUM POST `2O SQUARE POSTS 2A, 3'x3'' ALUM POST La. STEEL POSTS Fy 36 KSI STEEL POSTS Fy 36 KSI 6061 T6 ALUM'6063=T6 t=.0.120'• O t= 0.024' 3004 H36 22 3' POST WITH ' SIDEPLATES Revisions CMP Check By ' - CMP Dote 10/9/2007 Folenome ' LAT02.DWG CJ ' 0 crn > 'm LLF CD v� co °j Q. dH co m z E- N pF�W Z cvWxa • O,ow. 8y CMP Check By ' - CMP Dote 10/9/2007 Folenome ' LAT02.DWG Scale ANTS Poge 2 OF '5. ALUMINUM' 0.042"X3X8Y�_ �' ALUMINUM 'H' BRACKET #14 SCRE i (10 PLCS ALUMINUM----, "H" BRACKET LA LA ETAIL LA09 23• ' 22 3"X3 P ST 14 SCREWS ' 3"x3" POST *•' (8 PLCS) MAX FOOTING SIZE d=24 AND ' 90 MPH 'SLAB ' .DOUBLE 2"X6.5" I OR DOUBLE 3"X8" 1 1 - HEADER I. ' MAX FOOTING SIZE d=31" 1 #14x1 /2 SMS I I 4 EACH SIDE LA 1 ••I I I I POST 0..042"X3"_X8„ r' 1 _ 1 ER 14 SM SCREWS 1 1 1 (8 PLCS) ' #14,, SM SCREWS 3"x 8" BEAM I I i i #14 SM SCREWS (16 PLCS) II 1 (8 PLCS) MAX FOOTING SIZE LA i II II TYP SPACING , IS d=31" AND 90 MP 24 I II I 24" 0/C• I I SLAB 3"x3" SO. POSTI II �I 1 MAX FOOTING 1 li II 1 IS d=28" I I II I1 I 2' X 6 1/2"' i .n :11 1 SIDE PLATE rt LATTICE TUBE---- /8" UBE/8" BOLTS ASTM A307 W/ 0.5"0 �rr_L WASHERS SEE BELOW FOR QTY DOUBLE OR SINGLE 3"X8" -STEEL C" BEAM: BOLT. LAYOUT FOR SPLICED AND NON -SPLICE ATTACHMENT USE FOUR BOLTS FOR FOOTINGS UP TO.d=46" ' USR SIX BOLTS FOR: FOOTINGS UP ',TO d_=53" ' #14x3/4" SHEET METAL OR SELF DRILLING SCREWS ' SEE TABLE: FOR QUANTITY !# OF #14 SMS or. SDS 3X8 STEEL C HEADER _._.._.. _... ---- - - 2 1 4 l 6 1 8 10 a Cubic Footer Size "d" (in) ` 20 I 25 1 29 j 31 I 34 - �ETAIL LA08 OR LA09 O28 - 3X3 STEEL POST . 3/8 BOLTS. .USE TABLE 7.3 COLUMN J -� - • , TO DETERMINE, NUMBER OF BOLTS OR USE EIGHT #14 SMS OR SDS , MAX FOOTING SIZE d=41" ` - - ' ` - a .• �.Y��`.. fir. - •f .. - i SMS ALUM RAFTER TWO #8 SMS RM x •- LA FADER .27 SEE TABLE BELOW FOR NUMBER AND SIZE OF - SCREWS. ALL STEEL ` C BEAMS USE TWO #14 SDS 'X3.5" OR Revisions I _ C/3 ~ U Y 0 W C100110=1O o > co fY f- go tl r V! GO COI ^ N 1 C', {i. W �m� Z 02Wor Z c�vwxXa 0 cv�aw lIII =' CP Cori Putnom, P. -E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET Drown By CMP No. of #8 Screws , CMP Wind Renome, LAT03.DWG s 2 4 6 Speed t (in) Header Allowable Frib Width . 90 O. lVr , all all mph 0.042 0.042"x3"x8" 10' 1 all all 1 all all .110 0.032 Double all all mph x3"x8" 7' all 0.042 Doubl - 7' _' _d7'' all all all 130 0.032 mph 0.042 0.042"x3"x8" 10' all 0.042 Double 3 I1 all all 'X3.5" OR Revisions I _ C/3 ~ U Y 0 W C100110=1O o > co fY f- go tl r V! GO COI ^ N 1 C', {i. W �m� Z 02Wor Z c�vwxXa 0 cv�aw lIII =' CP Cori Putnom, P. -E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET Drown By CMP Check By CMP Dote , 10/9/2007. ' Renome, LAT03.DWG s Score Page / 3'OF 5 N 1= LA (1" max. thick) 32' 30 b - TABLE ,7.7 SPECIFIES THE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS 11 EA VE OVERHANG (A TAIL POST STUCCO ATTACHMENT* DE 31 WITH LEDGER BOARD ATTACH PER POWERS' .DETAIL Existing wood -_21 It framing min. X- -; 24" O.C. Lattice Coder Wind WEDGE FOR R FASTENER- ALUM 2 2"x6"�' Ledger Board (optional RAFTER DIAMETER SPACING 2 x 4" Stud --y f for. for lattice patio covers if, LAG LA (1" max. thick) 32' 30 b - TABLE ,7.7 SPECIFIES THE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS 11 EA VE OVERHANG (A TAIL POST STUCCO ATTACHMENT* DE 31 WITH LEDGER BOARD SEE TABLE 7.5 POWERS' —Seal with permanently flexible w waterproof & waterproof sealant Existing wood -_21 It framing min. X- -; 24" O.C. Lattice Coder Wind WEDGE FOR R FASTENER- FOOTING 2 2"x6"�' Ledger Board (optional Larch. DIAMETER SPACING 2 x 4" Stud --y f for. for lattice patio covers if, LAG DETAIL J 4.25" d= 26" 2 SCREWSuse 1"0 washers to Lattic e= 1 0 5 Exp C 2x8 --STUD, CONCRETE 22' attoc In rafter brackets) SIMPSON A34 ANCHOR d= 33 _..3.. OR MASONRY 14'-0" 81-6" EACH RAFTER OR -TRUSS tti 01-2- WALL 3.5 MIN 3/8" Lag Screw Continuous 2 X `0- i�? 9-4- Latt. ice= 110 Exp C ompletely Seal with Completely fascia board .. 22;,,o "-- 22' 1/4" LAG I um I= __---permonen,tly flexible & waterproof sealant 2x4%& 1 - _N; 4'00 > SCREW -43.25" min-- -1 MIN E�' C -i P 2x6 ONE BOLT DIAM. (MIN' -00f4"2'� -8" 61-10" ATTACH RAFTER Lattice=130 Exp C 2x8 ?,0 22' ,\\Syntheti, Stucco or PER DETAIL 25 psf 2x4 SHEATHIN ther non-structural covering 2'.6- 11-1. LA (1" max. thick) 32' 30 b - TABLE ,7.7 SPECIFIES THE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS 11 EA VE OVERHANG (A TAIL POST STUCCO ATTACHMENT* DE 31 WITH LEDGER BOARD ' 33 ALUMINUM 0 RAFTER HANGER ATTACHED -SINGLE SPAN FOOTING. U —ALUM BRACKET / . L 3" POST_"'11_� - REQUIRED FASTENING SPECS FOR SURFACE MOUNT RAFTER POWERS' EMBED MAX - # OF 3/8" Lattice Coder Wind WEDGE LEDGE—R-ANID-WALL -ATTACH ME NT FOOTING HORIZ. DIAMETER 5'.5.'..0'-2- OOD LEDGER OR STUD BOLTS 51. DETAIL J 4.25" d= 26" 2 ALUMINUM RAFTER 9,-T Lattic e= 1 0 5 Exp C 2x8 ......... 22' 22 4 d= 33 _..3.. 3/8 BOLT 14'-0" 81-6" 5'-..2.6- tti 01-2- 90 MPH Exp C J?x9 22' TABLE 7.6 SPECIFIES TYPE' `0- i�? 9-4- Latt. ice= 110 Exp C A... 24- _ . 22' .. 22;,,o "-- 22' " ' 22° AND NUMBER OF FASTENERS 20 psf 2x4%& 1 - _N; 4'00 2'-8' 1'.3- a-1" E�' C -i P 2x6 ONE BOLT DIAM. (MIN' -00f4"2'� -8" 61-10" 4-9* Lattice=130 Exp C 2x8 ?,0 22' 191-10" 14'-11" 25 psf 2x4 4-W 2'.6- 11-1. 01-01 10 MPH Exp C FOUR #8 SM SCREW -3* - 9- GALVANIZED 4'4" Lattice= 130 Exp C 24A%P- 22- z_Nqu- d 14'-1" POWERS WEDGE ' --6 6 1' 9" @ '' BOLTS ICC 1 -2� 10'-11 11 4' " 3'-1" Lattice= 130 E 2 _X1 i8'-9- ESR -1678 40 N, .1 7-3"_ .,. �*t-;,;%* OR E EQUIVALENT ' 33 ALUMINUM 0 RAFTER HANGER ATTACHED -SINGLE SPAN FOOTING. U —ALUM BRACKET / . L 3" POST_"'11_� - REQUIRED FASTENING SPECS FOR SURFACE MOUNT RAFTER POWERS' EMBED MAX - # OF 3/8" Lattice Coder Wind WEDGE FOOTING HORIZ. DIAMETER 5'.5.'..0'-2- SIZE BOLTS 51. 3/8" 4.25" d= 26" 2 7" 9,-T Lattic e= 1 0 5 Exp C 2x8 ......... 22' 22 4 d= 33 _..3.. 9.5"F 14'-0" 81-6" 5'-..2.6- tti �Ground Snow Load RAFTER [MAX DISTANCE TO FIRST ROW OF POSTS "L" Staid Corer Wind SIZE EAVE OVERHANG Lattice Coder Wind (ie OIC)18';. 7 `2;�;' ! 30- 36" 10 Psf 2x4 9'-8" 5'.5.'..0'-2- 90 MPH Exp B 2x-6 22' 22- 19'-5-_. 113-8 9,-T Lattic e= 1 0 5 Exp C 2x8 22' 22' 22 4 22' 10 pst 2x4 14'-0" 81-6" 5'-..2.6- tti 01-2- 90 MPH Exp C J?x9 22' 22' `0- i�? 9-4- Latt. ice= 110 Exp C A... 24- _ . 22' .. 22;,,o "-- 22' " ' 22° 20'LO- 20 psf 2x4%& 1 - _N; 4'00 2'-8' 1'.3- a-1" E�' C -i P 2x6 17'-2* %. -00f4"2'� -8" 61-10" 4-9* Lattice=130 Exp C 2x8 ?,0 22' 191-10" 14'-11" 25 psf 2x4 4-W 2'.6- 11-1. 01-01 10 MPH Exp C x -3* - 9- 6-4- 4'4" Lattice= 130 Exp C 24A%P- 22- z_Nqu- 181-9" 14'-1" 101-9" 30 pst --6 6 1' 9" �H Exp C ?X6 1 -2� 10'-11 11 4' " 3'-1" Lattice= 130 E 2 _X1 i8'-9- IT -8" 40 7-3"_ 9"Y_ 130 MPH Exp C .2x4 2x6 94' T-10" 4-11 T -7 - Lattice= 1.30 Exp C 2x8 13'-6" 12'-6' 11 T-10%_, 5-7- 60 PSI 2x4 Z-9. 11-V 0,-q- 0.2i 01-0* 4--r 2'-7' I Lattice=1'30 ExpC 2x8 8-4" LA STEEL POST SEE TABLE 7.3 9 �� 3.5" CONCRETE SLAB Q36COLUMN A FOR #14 SMS 77 . COLUMN 'B FOR 3/8" BOLTS OR FOOTING & A• 4 4 4 z 4 .23 d -6 - /8 GALVANIZED POWERS WEDGE BOLT W/ 2.5" 44- 3/8' x 9" LA'sDS (REBAR) EMBEDMENT (ICC ESR. 1678) OR EQUIVALENT 0 8' NEAR t 35 MAX FOOTING SIZE d= 26" BOTTOM of T. 3.5" EMBED ALLOWS d=31 FREESTANDING OR ATTACHED rOOTI G POST ATTACHMENT DETAIL TO SLAB OR FOOTING SINGLE SPAN ATTACHED UNITS Revisions Scale COOO= cm000= 0 mr_ -Co � mmmmij C 0 -1 CIO ICL , C az n .,04 .0 zE_ 02 It: C, tti Z con, mt " 02 W:Z..0 cv cu _j Im Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET i"o,a.n BY CMP Check By CMP Date 10/9/2007 Folenome LAT04.DWG Poge 40F 5 Scale tti IIII Scale 2'X6.5' 4. _ ALUMINUM OR _- _ MAY NOT ATTACH HEADER- - .- OVER WINDOW OR OTHER FIBERGLASS. DECORATIVE' ' ALUM RAFTER NOTES STEEL POST ,' 'l POST COVER _ DOUBLE ALU.. fNI1M , i'XR' I 1• FIRFPri3ngc PACT IS N04'LOAD DCARIMG�i "; 2. ' TO HOLD`COVERING + ` THICKNESS ATTACHMENT OR 2'X6.5- ADER ATTACHMENT IS AGAINST MINOR LATERAL FORCES. FIBERGLASS FOUR #8 SMS , FOUR #14 SMS FOR ; —STEEL4R ALUMINUM POST ' '3. USE MULTIPLE BRACKETS AS NEEDED.-POST'COLLAR EIGHT #8 SMS FOR 40 PSF SNOW LOAD n 1 7/8' Min e 1:5'X1.5,' METAL L — NONSTRUCTURAL FIBERGLASS POST - HEADERS U - FOUR #8 SMS DANGLE BRACKET (TYP), - 0 - LA SLAB OR 3'X8' ALUM 120 MPH WINDSPEED I 3/8'X3/4' BOLT ". x ALUMINUM LATTIC 37 FOOTING' 38 40 PSF SNOW LOAD RIBUTARY SELF 'DRILLING AREA r I. FIBERGLASS POST SLAB DOUBLE RAFTERS CONCRETE ANCHOR a ' m ,4 .% OR FOOTING ATTACHMENT d Q e 'RAFTER SPACING MAY BE DOUBLED WHEN Ae 2'XF.-', GAr ALUR7_ TER —� ATTACH -AS PER DETAIL LA25 .,a. . DOUBLE ALUMINUM.v. FIBERGLASS 3'X8' OR n POST COLLAR 2'X6.5' HEADER , FIBERGLASS POST RESTS ON GROUND 3'X3' STEEL OR---`NS,TEEL OR ALUMINUM POST SECURED ALUMINUM •POST / BY APPROVED METHOD INCLUDING CONCRETE s ".'—NON STRUCTURAt� EMBEDMENT OR CONCRETE SURFACE ATTACHMENT BY SCREWS OR BOLTS. FIBERGLASS POST. (LA)FIBERGLASS POST Revisions iq ac � U o 00 0'. oat,mco _.i oc I- Cn Co °° to d 1 N CL W W Co Co Co zE-N oEW.,�� WE-: E5 C* Z CQ W 0 cv�G.c.. 1111 J mill m 36 _- _ MAY NOT ATTACH HEADER- - .- OVER WINDOW OR OTHER HEADER ATTACHMENT ALUMINUM F�enome0/9/2007 3/8'• LAG. SCREW WALL OPENING STUB POST Page 0 5 of 5 0.040' MIN ` THICKNESS ATTACHMENT FOUR #8 SMS 0 3'X8' ALUM RAFTERS FOUR #14 SMS FOR W Fl 120 MPH WINDSPEED I EIGHT #8 SMS FOR 40 PSF SNOW LOAD n 1 7/8' Min e r RAFTER HEADERS U - FOUR #8 SMS FOUR #14 SMS FOR 3'X8' ALUM 120 MPH WINDSPEED I LA EIGHT #8 SMS FOR 38 40 PSF SNOW LOAD RIBUTARY SELF 'DRILLING AREA r I. UNDERHUNG DOUBLE RAFTERS 'RAFTER SPACING MAY BE DOUBLED WHEN Revisions iq ac � U o 00 0'. oat,mco _.i oc I- Cn Co °° to d 1 N CL W W Co Co Co zE-N oEW.,�� WE-: E5 C* Z CQ W 0 cv�G.c.. 1111 J mill m FOUR #8 SMS t >_ ,_ F ~ _ z _ - -• _. FOUR #14 SMS FOR t --i x-120 MPH WINDSPEED EIGHT #8 SMS FORT._ . POST SPACING' ~ 40 PSF SNOW LOAD - LA .. C4 Carl Putnam, P. E 40 H 3441 IVYLINK PLACE x LYNCHBURG, VA 24503 FOUR #8 SMS. - Lij CARLPUTNAM@COMCAST.NET FOUR #14 SMS FOR MAX ' F❑❑TER 120 MPH WINDSPEED - EIGHT. #8 SMS FOR SIZE d=. 43' r • MAX TRIBUTARY AREA 40 PSF SNOW LOAD 210 SQ. FT FOR 10 PSF - USING DOUBLE RAFTERS. ALUMINUM .t»�. 110 SQ FT FOR 20 PSF MAX O/C SPACING IS STUB POST 90 SQ FT FOR 25 PSF 76 SQ FT FOR 30 PSF 60• t= 0.040• HEADER ATTACHMENT TO WALL 39 DOUBLE RAFTERS T I♦ Drown By FRAMING `'� _- _ MAY NOT ATTACH HEADER- - .- OVER WINDOW OR OTHER CMP Dote F�enome0/9/2007 3/8'• LAG. SCREW WALL OPENING score 'NTS Page 0 5 of 5 (THREE PLACES) HEADER t ATTACHMENT 0 3'X8' ALUM RAFTERS W _-:—RAFTER BRACKET 1 7/8' Min e HEADERS U - 3'X8' ALUM _ HEADER i— RAFTER#14 3.25'.,M IN RIBUTARY SELF 'DRILLING AREA �LUM SCREW (SIX PLACES) WL IN z FOUR #8 SMS t >_ ,_ F ~ _ z _ - -• _. FOUR #14 SMS FOR t --i x-120 MPH WINDSPEED EIGHT #8 SMS FORT._ . POST SPACING' ~ 40 PSF SNOW LOAD - LA .. C4 Carl Putnam, P. E 40 H 3441 IVYLINK PLACE x LYNCHBURG, VA 24503 FOUR #8 SMS. - Lij CARLPUTNAM@COMCAST.NET FOUR #14 SMS FOR MAX ' F❑❑TER 120 MPH WINDSPEED - EIGHT. #8 SMS FOR SIZE d=. 43' r • MAX TRIBUTARY AREA 40 PSF SNOW LOAD 210 SQ. FT FOR 10 PSF - USING DOUBLE RAFTERS. ALUMINUM .t»�. 110 SQ FT FOR 20 PSF MAX O/C SPACING IS STUB POST 90 SQ FT FOR 25 PSF 76 SQ FT FOR 30 PSF 60• t= 0.040• HEADER ATTACHMENT TO WALL 39 DOUBLE RAFTERS T I♦ Drown By CMP Check By CMP Dote F�enome0/9/2007 LAT05.dwg - score 'NTS Page 0 5 of 5 IIIIIIIIIE1111 Me t 0-024"x2"YE 5" Raftar /Mniticnanl Around Rafter Wind Speed and Exposure Sno %oad Spacing Spacing Exposure C s s = i_n1 90 110 120 130 10 24" ''T'9 7'-10" T-1" 6'-2" LIVE 20" 8'-11 8 `i 1" 7-1" 12" 17'-7" 10-4 17'-7" 20 - " °"8 5 71_21 2" 12'-5" m�� ' 12'- ' 11 - 81_2 20 24" 4'-8"! 4'-84 4'-8" 12'-10" LIVE 20" 5'-4"f 5'41, 5'-4" 5'-4"I 25- 16" 6-5 ° 6-5 6'-5" 6'-5" 12'-5" 12" 7'-10" T-10': T-10" T-10" 25 24" 4'-6" 4'-6"'.- 4'-6" 4'-6" 9'-0" 2d" 5'-2" 5'-2" i 5'-2" 5 -2" -- 16" 6'-2" 6'-2" `J6'-2" 6'-2" 12'-0" 12" 7'}7" 7'-7" T7'-7" z, -T-7" 30 24' 3�-10" 3'-10" T-1 24" 4'-10" 20"4 41-6" 4111to. 2011 20" 5'_711 16 -4" 5'5-4' 9'-1" 161 6'-711 12 61_711 61-711 '-8" 6'-8" 40 24" 81-211 jO6':O" T -O" 31_0" T-5" 20#4 y3 X11 3-6" 3111 T-61, 4'-0" ],G 4'-3" 4'-3" 4'-3" 4'-3" 4'-10" 12" 5111 5'-4" 5111 51-4" 6 24" 2'-1" 2'-1" 2'-1" 2'-1" 41_61 _' 20" 2'-5" 2'-5" 2'-5" 2'-5" 5'-5" 16" 3'-0" T-0" T-0" 3'-0" 6'-3" 12" T-10" 3'-10" T-10" 3'-10" (ABLE 1.7 I� 0-032"x2"xfi 5" Raftar /Mniticnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 90 110 120 130 10 24" 11'-7" 11'-7" 11'-7" 11'-7" LIVE 20" 13'-0" 13'-0" 13'-0" 13'-0" 15'-0' 16" 14'-11" 14'-11" 14'-11" 14'-11" z 12" 17'-7" 17'-7" 17'-7" 17'-7" 20 - " 2411 71_21 T-21 71-21 7'_2" LV L 81_2 8'-21. 81.2 F 16" 12'-10" 12'-10" 12'-10" 12'-10" 9'-4" 12" 11'7, 1~ `11- 15'-4" 15'4" 25- 24"1 9'-6"r9 s� i1 9'-6" 91-61, 12'-5" 12'-5" 12'-5" YT -11 T-11 r'' +• 16 " ' 9'-3"9'-3" 11'-3" \Jvl 11'-3" 9'-3' 11'-3 30" 9'-0" 9'-0" 9'-0" 9'-0" 30 24"-- 6'-0" 6'-0" 6'-0" -- 10'-7" 20" 6'-11" 6'-11" 6'-11" 6'-11" 12'-0" 16" 8'-2" 81_211 81_211 81_2,1 6'-10" 12" 9'-11" 9'-11" 9'-11" 9'-11" 40 24" 4'-10" 4'-10" 4'-10" 4'-10" 2011 20" 5'_711 51_711 51_711 51_71 9'-1" 161 6'-711 6,_711 61_711 61-711 11'-1" 12" 8'-2" 81_211 81-211 81_21 60 24" T-5" 3'-5" 3'-5" T-5" �1 „• 20" 4'-0" 4'-0" 4'-0" 4'-0" 12" 1 16" 4'-10" 4'-10" 4'-10" 4'-10" T-10" 12" 1 6'-0" 1 6'-0" 1 6'-0" 6'-0" TABLE 1.8 0.040"x2"x6-5" Rafter (Multisnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (ps in 90 110 120 130 10 24" 15'-4" 16-4" 164 15'-4" LIVE 20" 17'-2" 17'-2" 17'-2 15'-0' 16" 19'-6 _ a"I,5 17'-2" 17'-2" 17'-2" 20 20" 20 - " 19'-2" ,9.=10 9'-1 G' 9'-10" 9'-10" Tz 81_21 81_2 81_21 81_21 F 16" 12'-10" 12'-10" 12'-10" 12'-10" 9'-4" 12" 164" 15'-4" 15'-4" 15'4" 11'-0" 11'-0" 9'-6"r9 P 9'-6" 91-61, 12'-5" 12'-5" 12'-5" 25 01 r'' +• 6" 12-6 - 12111 30" 9'-0" 9'-0" 9'-0" 9'-0" 30 24"-- . 8'4 V_E4 10'-7" 10'-7" 20" 9'-6" 9'-6 ' `9` 12'-0" 16" 11'-1" 11'-1" 1 V-1 6'-10" 12" 13'-4" 13'-4" 13'4" 40 24" 6'-9" 6'-9" 6'-9" 6'-9" 24" 2011 71_9, 71.911 71_91, 71_911 10'-5" 16" 9'-1" 9'-1" 9'-1" 9'-1" 10'-7" 12" 11'-1" 11'-1" 11'-1" 11'-1" 60 24" 4'-11" 4'-11" 4'-11" 4'-11" 6'-3" 20" 5'-8" 51_8,1 51_811 51_8,1 �1 „• 16" 6'-9" 6'-9" 6'-9" 6'-9" 20" 12" 1 8,-4" 8'-4" 8111 8'-4" (ABLE 1.9 0-042"x3"x8" Rafter (Multisnan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 90 ._.'uD i20�.130 10 ' �"` � 43--4' 13 4 1 3'-4': 13,-4" L2VE - 0 032" 15'-0' 15'-0' 15'-0' 15':3" ` 24" 17'-2" 17'-2" 17'-2" 17'-2" 20 20" 19'-2" 19'-2" 19'-2" 18'-11" 20 3611 81_21 81_2 81_21 81_21 LIVE 30" 9'-4" 9'4" 9'-4" 9'-4" 25 24" 11'-0" 11'-0" 11'-0" 11'-0" 13": 13'-1" 1" 20" 12'-5" 12'-5" 12'-5" 12'-5" 25 36" 7'-10" 7'-10" 7'-10" 7'-10" 11'-3" 11 11'-3" 30" 9'-0" 9'-0" 9'-0" 9'-0" 30 24" 10'-7" 10'-7" 10'-7" 10'-7" 8'-10" 8'-10" 8'-10" 20" 12'-0" 12'-0" 12'-0" 12'-0" 30 36" 6'-10" 6'-10" 6'-10" 6'-10" 4( " 24 30" 7'-10" 7'-10" 7'-10" 7'-10" ' 24" 9'-4" 9'-4" 91_411 9111 10'-5" 20" 10'-7" 10'-7" 10'-7" 10'-7" 40~t =...'1 5'-5" 510511 51_511 51-511 0.040" 30'`x` 16 3" 6'-3" 6'-3" 6'-3" 241. �1 „• ; 611 T-611 71_611 20" 8'-7" 8'=7 .. 8_'-7" 8'-7" 60 36" T-10" T-10" V- ' T-10" 3011 4111 4,_61 41_61 _' gr61w 24" 5'-5" 5'-5" 5'-5" 5'-5" 20" 1 6'-3" 6'-3" 1 6'-3" 6'-3" (ABLE 1.10 T'v 2" Raftar r1 R" n/r tSinnia anti Multisnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C A-- 6 (in) O: 90 110 120 130' 10 Tz 0.024" 11'-8" 11'-8" 11'-8" 0.0 LIVE 0 032" 15'-3" 15'-3" 15'-, 15':3" 20 WADI" 16'-6" 16' 6" 18'-6"JOR6" 0.032" 20 0.024"4 . T-11" T-11 �'FT- 1 T-11" LIVE 0.032" 0" 110-<,! 11,(�" 0.032 13' 11 =11" 11" 13'-11" 0.040" 0.040" 15{ 13'-1" 13'-1" 25 0.024 9'-5 '-5" 7'-8" T-811 13": 13'-1" 1" 0.032" 0.0,4. U � 14'-2" 10'-8" 10'-8" 0.'-,4" 0.040", 7'-11" `,'1" 7-11 2'-10" 12'-10" 11'-3" 11 11'-3" 0.040" 12'-10" 12'-10" 12'-10 -10" 60 30 0.024" -11" 6'-11 0.032" 6' 8'-10" 8'-10" 8'-10" 0.: 9'-8" 9'-8"91_811 %12'- 0 12'-1" 12'-1" '-1" " 4( " 24 5'-9" 5'-9" 5'-9" .032" 8'-2" 8'-2" 8'-2" 8'- 0.040" 10'-5" 10'-5" 10'-5" 10'-5 60 0.024" 4'-5" 4'-5" 4'-5" 4'-5" 0.032 6'-5" 6'-5" 6'-5" 6'-5" 0.040" 8'-3" 8'-3" 8'-3" 8'-3" IAbLt lA 9"v3 F," Raftar n4" n/r. (Single and Multisnanl Ground Rafter Wind Speed and Exposure now Load Spacing Exposure C ps in 90 110 120 130 10 0. 4" 15'-8" 15'-8" 15'-8" 1 ' LIVE 0.0 17'-10" 17'-10" 1 T-10 ; Carl Putnam, P. E. 0.04 ° 1 19'-41. 19-4 �1 20 0.024' 0'- 10'-9" :1` 1. 10'-9" LIVE 0.032" '-2" -2'` -2" 14'-2" 0.040" 1 15'4" 15'-4" 10'-6" 10'-6" 25 0.024" 10'- ` 0.032 13' 11 =11" 11" 13'-11" 0.040" 15{ „ -1" 1 15'-1" 30 0.024" t. 9'-5 '-5" 0.032,; -1" 13": 13'-1" 1" 0.0,4. U � 14'-2" 14'-2'I ,4'-2" 1 40 0.'-,4" 7'-11" 7'-11" `,'1" 7-11 0. 2" 11'-3" 11'-3" 11 11'-3" 0.040" 12'-10" 12'-10" 12'-10 -10" 60 0.024" 6'-2" 6'-2" 6'-2" '6"T' 0.032" 8'-10" 8'-10" 8'-10" 8'-10" 0.040" 11'-3" 11'-3" 11'-3" 11'-3" U Page 1 of 9 I ABLt 1.0 ■ 1.10 Is o BUILDING PRODUCTS 227 South Town East Blvd Mesquite, TX 75149 (972)285-8811 F(972)882-8818 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 cariputnam@comcast.net 10/9/2007 Page 1 of 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL r nvr-RS IICINr7 01 IIMINIIM wran=oe lu on RADU lAn►in Ao�AC 0.042"x3"x8" Box Beam Detail LA04 TABLE 2.1 Attached Freestanding or Double 0.042"0"x8" I Detail tA25 Double 0.032"x2"x6.5" Detail LA25 TABLE 2.1 0.042"x3"x8" Box Beam Detail LA04 Double 0.042"x3"x8" Detail LA25 Double 0.032"x2"x6.5" Detail LA25 19 Attached Freestanding or 10'-11" Attached Freestanding or 26 Attached Freestanding or 16 Attached Freestanding or 22 Attached Freestanding or Structure Multispan Units A Structure Multis an Units 15 Structure Multis an Units 2 9'-11" Structure Multis an Units 25 Structure Multis an Units 16 Structure Multispan Units GROUND TRI MAX OST MAX A 5'-1" MAX POST LENGTH MAX 18 20 MAX POST LENGTH MAX D 1 1 -" 23 MAX POST LENGTH GROUND TRIB MAX POST MAX 21 MAX POST LENGTH MAX A 4'-8" MAX POST LENGTH MAX 18 20 MAX POST LENGTH SNOW WI H POST EO'D POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' ' 15' SNOW WIDTH POST REO' POST IN FOOTER 8' ( 12' I 15' POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' LOAD ( ) SPACING OR SPACIN POST SIZE CONSTRAINED FOOTERSPACINGPOST 19 20 SIZE CONSTRAINED FOOTERSPACING 22 POST SIZE CONSTRAINED FOOTER LOAD (FT) SPACING FOR SPACIN POS SIZE CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOTERSPACING 19 POS SIZE CONSTRAINED FOOTER (PSF) 23 ON SLA8 SLAB (FT) TYPE "d" "tl" "tl" tl" " (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "tl" "d" "d" (PSF) 19 ON SLAB SLAB (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYP "d" "d" "d" "d" A 90 MPH (FT) FXPr1C11PF P 17 (in) (in) (in) (in) 6'- 19 19 (in) (in) (in) (in) 3'-8" B (in) (in) (in) (in) 18 19 (FT) 9 2'-8" A (in) (in) (in) (in) 16 16 (in) (in) (in) (in) D 19 19 (in) (in) (in) (in) W Meh tAYUJUKt d 30 4 6'-0" A 6'-2" B 15 19 22 10'-11" D 18 24 26 6'-9" B 16 19 21 22 4.5 5'4" A 5'-0" B 15 19 21 2 9'-11" D 18 24 25 6'-1" B 16 18 20 21 5 4'-10" A 5'-1" B 15 18 20 9'-2" D 1 1 -" 23 24 5'-7" B 16 18 20 21 5.5 4'-4" A 4'-8" B 15 18 20 2 8'-0 D - 21 23 24 5'-2" B 16 18 19 21 6 4'-0" A 4'-3" B 15 18 20 21 -10" D 20 22 24 4'-9" B 16 17 19 20 6.5 3'-8" A 4'4" B 15 17 19 20 19 20 22 23 4'-5" B 16 17 19 20 :7 T-5" A 3'-8" B 15 17 19 20 6'-1 - 19 20 22 23 4'-2" B 16 17 19 20 7.5 T-2" A 3'-6" B 15 17 19 20 6-6" 19 20 21 23 T-11" B 16 17 18 19 8 3'-0" A X-3" 8 16 17 18 19 6'- 19 19 21 22 3'-8" B 16 16 18 19 ' 9 2'-8" A T-11" B 16 16 18 19 D 19 19 21 22 3'4" B 16 16 18 19 10 2'-5" A 2'-0" B 16 16 18 19 D 19 20 21 T-0" B 16 16 17 18 11 2'-2" A 2'-5" B 16 17 18 19 -8" D 19 20 21 2'-9" B 16 16 18 19 12 T-0" A 2'-3" B 1617 19 4'-3" D 19 19 20 21 2'-6" B 16 16 18 19 13 1'-10"A 2'-1" B 16 17 19 4'-0" D 19 19 20 2'4" B 16 17 18 19 90 MPH EXPOSURE B 101912007 Page 2 of 9 7.5 8 1T-1" 16'-0" 9'-0" 8'-5" 20 21 463 536 3 4 2 2 1 1 2 3 2` 2 1 1 2 2 1 1 1' 2 1 1 2 1 1 3 4 1 1 1 1 2 2 463 536 20 21 n/a t 8.5 9 _ 9.5 10 15'-1" 14'-3" 13'-6" T 7'-6" T-1" 6'-9" 22 23 Slab 906 24 616 704 722 800 4 5 5. 5 2 2 2 2 1 1 1 1 3 3 3 4 3 3 3 3 1 1 1 1 2 2 2 2 1 1 1 1 2 2 •1 1 1896 2 2 4 5 1 1 1 1 7.0 POST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURE; 22 23 9 2 1 2 • 2 5 1 - 1 3 722 Slab 2 1 4 - 2 5 1 1 3 800 24 11 12 11'-8" 10'-8" 6'-2" 5'-7" Slab 90C 25 Table7.3: Required Number of Fasteners for Shearing Loads 6 6 Table 7.4: Required Number of Fasteners for Tension Loads - 4 4 4 4 1 1 3 3 1 1 Aluminum Material Gage (in) n/a 2 1 1'.2 6t661 uage (Iri) 886 Slab AlUttmwRl Gage (iii) 2 6 2' 1 4 904 25 13 14 . 15 9'-10" 9'-2" 8'-6" 5'-2" 4'-10" 4'-6" 26 27 28 1017 1139 1270 0.024 0.024 0.032 0.036 0.040 0.040 0.060 0.060 0.043 0.041 1 1 1 0.036 0.062 0.060 0.090 0.100 4 4 5 1017 1139 1270 26 27 28 4 Allowable Width - n/a Table 7.1 A B C D E F G H I J 2 K L M N. 9 2 2 r 1411 for Attached Two Footer Design #14 3/8" B 3/8"B #14 #14 3/8" B #14 3/8" B #14, 3/8" B 2 3/8" B #14 3/8" B 3/8" B #14 Design Foote 9 1 Spacing between bolts and screws 2 Trib Post Sttructures on Slab Size Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS , BOLT BOLT SMS BOLT BOLT SMS Uplift Size 4 shall be 2.5 times the shank 3 �• Width (ft) Live or Ground Snow Load d (in) (Ibs) 164 424 836 245 273 1046 409 1384 532 1691 588 '175 865 1298 292 (Ibs) d (In) diameter 10 psf 20 psf 12 100 1 1 1 1 1 1, 1 1 1 1 1 1 1 1 1 100. 12 Y2 The edge distance of bolts and 4 32'-1" 16'-11" 13 127 1 1 1 1 1 1 1 1` 1 �. 1 1 1 1 1 1 127 13 screws shall be 3 times the 4.5 28'-6" 15'-1" 14 159 1 1 1 1 1 1 1 1 1' .' 1 1 1 1 1 1 159 14 shank diameter 5 25'-8" 13'-6" - • 15 195 2 1 1 1 1 1 1 1 1 1 1 2 1 1 1 195 15 3 Connections shall be arranged so that the 5.5 23'-4" 12'-4" 16 237 2 1 1 1 1 1 1 1 1 1 1 2 1 1 1 237 16 center of resistance of the connection shall 6 21'-5" 11'-3" 17 284 2 1_ 1 2 2 1 1 1 1 1 1 2 1 1 1 •284 17 coincide with the resultant line of action 6.5 19'-9" 10'-5" 18 338 3 1 1 2 2. 1 1 1 1 1 1 2 1 1 2 338 18 of the load. 7 18'4" 9'-8" 19 397 3 1 1 2 .2 1 1 1 1 1 1 3 1 1 2 397 19 7.5 8 1T-1" 16'-0" 9'-0" 8'-5" 20 21 463 536 3 4 2 2 1 1 2 3 2` 2 1 1 2 2 1 1 1' 2 1 1 2 1 1 3 4 1 1 1 1 2 2 463 536 20 21 n/a t 8.5 9 _ 9.5 10 15'-1" 14'-3" 13'-6" T 7'-6" T-1" 6'-9" 22 23 Slab 906 24 616 704 722 800 4 5 5. 5 2 2 2 2 1 1 1 1 3 3 3 4 3 3 3 3 1 1 1 1 2 2 2 2 1 1 1 1 2 2 •1 1 1896 2 2 4 5 1 1 1 1 3 3 616 704 22 23 9 2 1 2 • 2 5 1 - 1 3 722 Slab 2 1 4 - 2 5 1 1 3 800 24 11 12 11'-8" 10'-8" 6'-2" 5'-7" Slab 90C 25 886 904 6 6 3 3. 2 2 4 4 4 4 1 1 3 3 1 1 4 n/a 2 1 1'.2 2 6 2 1 4 886 Slab 2 1 2 6 2' 1 4 904 25 13 14 . 15 9'-10" 9'-2" 8'-6" 5'-2" 4'-10" 4'-6" 26 27 28 1017 1139 1270 7 7 8 3 3 3 2 2 2 5 5 6 4 5 5 1 2 2 3 3 4 1 1' 1 2' , 3, 3 1 1 1 9 2. 2 3 6 .. 7 8 • 2 2 2 1 1 1 4 4 5 1017 1139 1270 26 27 28 4 '- n/a Table 7.1 29 1411 9 4 2 6 6 2 4- 2 3 1 3 9 2 2 5 1411 29 6 n/a 5 13' 30 31 1563 n/a 4 2 7 6 2 4 2 3 1 n/a 3 ` 9 2 2 6 1563 30 6 39 3433 n/a 9 5 n/a n/a 4 9 3 7. 3 6 n/a 4 3 n/a 3433 39 40 n/ 1724 n/a 5 3 8 7 2 5 2 4 2 LOAD 3 n/a 2 2 6 1724 31 15'-8" 32 1896 n/a 5 • 3 8 7 2 5 • 2 4 2 130C 4 n/a 3 2 � 7 1896 32 2 33 2080 n/a 5 3 9 8 2 6 2 4 2 14' 4 n/a 3` 2 8 2080 33 30 34 2275 n/a 6 3 n/a 9 3 6 2 5- 2 4 4 n/a 3 2, 8 2275 34 1 35 - 2481 n/a 6 3 n/a . n/a 3 7 2, 5- , r - 2. 4 5 n/a 3 • 2 9 2481 35 36 2700 n/a 7 4 n/a n/a 3 7- 2 6 2 6" 5 n/a 4 3 n/a 2700 36 46 5633 n/a n/a 7 n/a n/a 6 n/a 5 13' 4 - M2 Page 2 of 3 ' N / 7 5 / 5633 46 2 37 2931 n/a '7 4 n/a n/a 3 8 3 6 2.. 5 n/a 4 3 n/a 2931 37 38 3175 n/a 8 4 n/a ' n/a 4 8 3 6 . , -+ 2. ' 6 n/a 4 3 n/a 3175 38 39 3433 n/a 9 5 n/a n/a 4 9 3 7. 3 6 n/a 4 3 n/a 3433 39 40 n/ 3704 n/a 9 5 n/a n/a 4 n/a 3 7 3 LOAD 7 n/a 5 3 n/a 3704 40 15'-8" 41 3988 n/a n/a 5 n/a n/a 4 n/a 3 8 3 130C 7 n/a 5 4 n/a 3988 41 2 42 4288n/a n/a n/a 6 n/a n/a 5 n/a 4 9 3 _ 14' 8 n/a 5 4 n/a 4288 42 30 43 4601 n/a n/a 6 n/a n/a 5 n/a 4 9, 3 4 8 n/a 6 4 n/a 4601 43 1 44 4930 n/a n/a 6 n/a n/a 5 n/a 4 n/a 3 4 9 n/a 6 4 n/a 4930 44 45 5273 n/a n/a 7 n/a n/a * 6 n/a 4 n/a 4 6" 9 n/a 7 5 n/a 5273 45 46 5633 n/a n/a 7 n/a n/a 6 n/a 5 13' 4 - M2 Page 2 of 3 ' N / 7 5 / 5633 46 2 47 6008 n/a n/a 8 n/a n/a 6 n/a 5 a n/a' 4 _ LOAD a n/a na n/a 7 5 na n/a 6008 47 15'-8" 48 6400, n/a n/a 8 n/a n/a 7 n/a 5 n/a . 4 130C n/a n/a 8 5 n/a 6400 48 2 49 6808 n/a n/a 9 n/a n/a 7 n/a 5 n/a 5 14' n/a n/a 8 6 n/a 6808 49 30 50 7234 n/a n/a 9 n/a n/a 7 n/a 1 6 n/a-n/a tt3' 4 n/a n/a 9 6 n/a 7234 50 1 ABLE 7.6: WALL ATTACHMENTS FOR LATTICE COVERS ANC 3 - ANC 4 DISTANCE TO FIRST ROW OF POSTS CLEAR- NO. OF #10 NO. OF 1/4" LIVE WIND SPAN SCREWS LAG SCREWS LOAD SPEE (FT) PER RAFTER PER RAFTER (PSF) MPH 20'-0" 15'-8" 15'-8" 10 105C 19' 2 2 20'-0" 120C 22' 40 2 20 130C 10' 2 9'-2" 9'-2" 130C 14' 3 2 LOAD 130C 191' 4 3 25 9' 2 (PSF) ANCHORS. ANCHORS 14' 3 2 2 Powers Wedge Bolt 3/8" diameter and 2.5" embed: ICC ESR 1678 19' 4 3 30 8" 8' 2 - or equivalent 12' 3 2 r 21' tt3' 4 3 40 20 9' 3 2 11' 1 12' 4 3 8' 4 3 60 . 12' 5 4 TABLE 7.7 STUCCO ATTACHMENT TO WALL ALLOWABLE DISTANCE TO FIRST ROW OF POSTS 16" o/c 1 24" o/c Live/Snow Wind Speed (mph) and Exposure Load (psf) 90 Exp C 90 Exp B 90 Exp C 10 20'-0" 20'-0" 16'-2" 20 20'-0" 15'-8" 15'-8" 25 20'-0" 15'-8" 15'-8" 30 20'-0" 15'-8" 15'-8" 40 20'-0" 13'-8" 13'-8" 60 13'-10" 9'-2" 9'-2" Fastener lerminology ' #14 SMS = #14 sheet metal or SDS screw, 1/2" minimum length TABLE 7.5: WALL ATTACHMENTS FOR SOLID COVER STRUCTURE; 3/8" B = 3/8" Diameter Bolt ANC 1 ANC 2 ANC 3 ANC 4 - See General Notes for specifics on fasteners LIVE/ O/C O/C O/C LEAR # OF 1/4" - WIND SPEE SNOW SPACING SPACING SPACING SPAN LAG SCREWS ' 1 Clearspan on this chart is the distance from the (MPH) AND LOAD CONCRETE . '-MASONRY FOR #10 x 2" (FT) PER STUD @16" wall to the first row of columns. EXPOSURE (PSF) ANCHORS. ANCHORS SMS SCREWS O/C SPACING 2 Powers Wedge Bolt 3/8" diameter and 2.5" embed: ICC ESR 1678 90 C 10 20" 20" 8" 18' 1 - or equivalent 21' 2 3 Powers Wedge Bolt 3/8" diameter and 2.5" embed: ICC ESR 1678 105 C 20 20"' + 20" 6" 11' 1 ' or equivalent 21' 2 ' 4 1/4" Lag screws must have 2 1/4" of penetration into studs. 110 C 25 20" 20" 6" 10' 1 These lag screws must have an 1/8" lead hole. 21' 1 2 5 10 and 20 psf are live or snow loads, 25- 60 psf are snow loads. 30 20"' 20" 6" 9' T _ 17 2 _ , c 10/9/2007 • 40 16" . 16" 4" 13' 2 - M2 Page 2 of 3 ' 60 16" 16„ 4„ 9, 2 � . .