Loading...
2012, 04-27 Permit App: BLD-2012-0502 Deck Community Development Department (Staff Use Only) Permit Center 11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER: SClTYOF pokane Spokane Valley, WA 99206 Tel: (509) 688-0036 PERMIT FEE: Valleyk Fax: 688-0037 permitcenitcenter@spokaneva Ilev.orq RESIDENTIAL CONSTRUCTION PERMIT APPLICATION NEW CONSTRUCTION ❑ ADDITION/REMODEL 0 ACCESSORY BUILDING 0 DECK OTHER Pt. �E to►n►o ortn1A-6A ) At.Vott•14. SITE ADDRESS: 33o( RAr'4 Y A-6ND Grr2zt✓E- ASSESSORS PARCEL NO.: LEGAL DESCRIPTION: BUILDING OWNER NAME: 1\)IGi-OLS I ie NN NAME: /� J . /► J J f ADDRESS: Mb , (" . L7� trt/� 1�C -W� 1.-- t�" " a CITY: rP14-0ej ) V)( 2 0 2A STATE: ZIP: 46111) PHONE: 5:. 6 - 1 23 — SOU oZ- FAX: CELL: CONTACT NAME: PHONE: FAX: CELL: CONTRACTOR NAME: ODUttjL-�To1N) eoNsTI2-uL_Ttor- 1-ND ( 5 1 -TI a eJ MAILING ADDRESS: 13.2)4 Lt,6 ,124-.14 (,h- RD *-2,7-14- CITY: 14 , E-T9 L/ STATE: ZIP: /ctv 1 PHONE: 50(1 CAI'DD FAX: 401Ci -gA I 'OD7'i CELL: so'l -7'24 -e o )3 CONTRACTOR LICENSE No.: EXPIRES: CITY BUSINESS LICENSE NO.: DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: tiv i Apo)t (PJ T t A) 4) t e- K- /'l t E-TP1-L- J'cWN/N4 / // `TU E x r STt rJct Dp G k- s7LLtG ---kx>e • @O e /l ua -S 2( 'X 134 ****YOU MUST COMPLETE THE FOLLOWING**** MARK N/A IF NOT APPLICABL E Height to Peak: Dimensions: No. of Stories: Total Habitable Space: Main Floor SQ FT: Upper Floor SQ FT: Unfinished Basement SQ Finished Basement SQ FT: FT: Garage SQ FT: Deck/Covered Patio SQ Impervious Surface 30%Slopes on FT: Area: Property: No. of Bedrooms: Construction Type: Heat Source: Sewer or Septic: TOTAL COST OF PROJECT: $ /s Csa_ DISCLAIMER The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit is for construction or on a dwelling,the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Develo. ent code. Refere ced codes are available for review at the City of Spokane Valley Permit Center. 5) The City of Spokane Valley permi, is of a permit o ...roval for • y violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be r-qu ed to be sub- -d and ,.sequently appr. ed before this application can be processed. Signature tii/ Date: Li/2777/v/ Updated 1-11 1 Page 1 of 1 http://www.spokanevalley.org/filestorage/124/938/210/948/1496/Building_Permit__Residential_11-11-11.doc RESIDENTIAL CHECK LIST DIRECTIONS: Place a check mark in box next to each document required for complete submittal. o SITE PLAN o Property lines and dimensions ❑ Setbacks to property lines o Direction arrow pointing North and orientation to streets o Distance between buildings o Proposed/existing buildings (footprint and dimensions) o Right of way/easement location &sizes o Utilities, septic tank/drain field locations and distances o Driveway approach size and location BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned) ❑ Elevations (Front/Rear/Sides)with roof peak and wall height including basement: ❑ Foundation Plan (crawlspace, basement or slab on grade): o Footing sizes and locations o Supporting wood cripple walls or beams o Perimeter concrete foundation wall sizes o Thickened concrete pads supporting o Crawlspace ventilation beams or girder trusses ❑ Floor Plan of each level (finished or unfinished)with dimensions: o Floor Joist direction, size and spacing o Window and door location and sizes o Header, beam or concrete lintel sizes o Window well locations if applicable o Brace wall panel locations ❑ Room usage labels o Water heater and furnace locations o Smoke detector locations o Exhaust fan locations o Attic and crawl space access locations o Deck or concrete patio sizes and locations ❑ Fire Wall construction 0 Roof Plan: o Engineered truss direction and spacing ❑ Ridge, eave and valley lines o Rafter and over frame direction, size and spacing o Beam and girder size and location ❑ Wall Section Detail including: Roof o Slope/roofing material/underlayment/ice dam protection o Truss or rafter size, spacing &connection o Sheathing size and type o Attic insulation/air space baffle/ventilation Ceiling o Joist size and spacing ❑ Size of ceiling gypsum wall board Wall o Height/top plate/stud size and spacing/sole plate o Siding/exterior house wrap/anchor bolts o Exterior sheathing size and type ❑ Insulation, vapor barrier, gypsum wall board Floor o Joist size and spacing o Sheathing or concrete floor size/insulation Foundation Wall o Concrete or Masonry unit width o Footing bottom to finished ground level depth o Earth to wood separation distance o Horizontal &vertical reinforcement if any Footing o Size ❑ Reinforcement if any Radon o Passive system with 6mil vapor barrier ❑Active system with 6 mil vapor barrier Miscellaneous Construction Details ❑ Deck: o Floor plan/side view/dimensions o Footings/post/and beam size and locations o Floor Joist/decking direction, size and spacing O Stairway tread rise & run and nosing 0 Handrail/Guard height&spacing Ilap 07 2012 1 : 56PM PROPERTY SOLUTIONS (509) 468-3235 p. 2 01' , µs N- PROPERTY SOLUT!0N5 NORTHWEST "YOUR PROFESSIONAL RESOURCE" INSPECTION ♦ ASSESSMENT♦ANALYSI5 •EVALUATION May 7, 2012 Mr. Dan Huettl Covington Construction 1324 Liberty Lake Road, Suite 224 Liberty Lake, WA 99019 Reference: Nichols Deck construction Dear Mr. Huettl: As a follow-up to our conversation of today, regarding the proposed deck construction(alteration) at the Nichols property at 3306 S. Raymond Circle, Spokane Valley, WA; two simple 4" x 4" wood posts, would be sufficient for deck support of the transferred loads from the metal awning support posts above. As you proposed, a lightweight metal awning is to supported by a manufacturer supplied metal "beam", and supported by four metal posts extending downward to the existing wood deck. As the proposed awning is not retractable, additional supports are required to supplement the existing deck joists which receive awning loads. The two outer awning posts are reportedly aligned with existing framed end walls. q1 The two center.awning posts are reportedly to be secured to the deck, causing the _1 4- - deck area to require supplemental support. !�1 W` Your plan is to place two wood posts (subject posts) beneath the deck to provide the supplemental support for the effected deck joists. The posts are proposed to be N placed approximately 3'-2" out from the residence rear wall. Blocking, between two adjacent existing deck joists, is to be installed at the post location, to bridge the `Q vertical loads at the post connection to the deck. The lower ends of the two lower LI posts are proposed to be supported by the existing concrete slab. You indicated that W i you drilled the slab, and determined minimum thickness was 5W. Cu)LAwning loads utilized an awning weight of 5 psf, and design snow load of 40 psf. IX The added deck load utilized 15 psf dead load and 40 psf live load. Post spacing for the awning posts is 8'-0" on center, and deck joist spacing is 16" on center. The 6 4ONIM % combined load combination is 2835# per center post, applied at the concrete slab. w 2 Using 4" net square post plate, a load pressure prism through the slab produces an (r approximate bearing area of the concrete against the subgrade, of'1.4 SF. You LULU indicated that the soil was a sandy/silty gravel, and was very dense. The applied soil bearing pressure is approximately 2,010 psf, versus the 2009 IRC allowed 2,000 psf bearing pressure for silty or clayey gravel. P.O, BOX 685•MEAD ♦ WA ♦ 99021 anr amir (50s)467-5353 •F,u(509)468-3235 May 07 2012 1 : 56PM PROPERTY SOLUTIONS (509) 468-3235 P. 3 Mr. Dan Huettl May 7, 2012 page two In conclusion, based upon supplied sizes, dimensions and conditions; the awning support may be transferred from the existing roof fascia board to posts exterior of the residence. The above deck level posts and beam is proposed to be the awning manufacturers fabrication, and is not addressed in this analysis. The below deck level wood posts may be 4" x 4" D.Fir-L, No. 1/No. 2 or equivalent. The post bearing on the concrete slab should be 4" x 4" minimum. Aside from post support evaluation, the awning requires proper attachment along the residence, in addition to the awning manufacturers required uplift restraint. The deck joists should be blocked at the post locations, and proper upper and lower post anchorage should be installed. The post base should also be properly anchored and protected from moisture at the slab junction. Lateral restraint is a particular issue with deck attachment under the 2009 IRC. The existing deck ledger board and other lateral connections, should be attached to the main structure framing in accordance IRC Section R502.2.2. If you have further questions, please call me. Respectfully, cee a• ' iii - i•' ►'7 'Sl/t7-. Property Solutions NW 1 .i. ','-„•`r e S. C. Maloney, P.E. �` A PSNWMeportsiNle als.wpd Target Date sheet ForcityUse Only of PLUS Project ' + `. 0 Scn'PDiane Project Address Valley11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.720-5240 ♦ Fax: 509.688.0037 ♦ permitcenter®spokanevalley.org As part of our on-going commitment to customer service during the review process of your project application,we are providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet this date,we will contact you with a revised target date. Your application review TARGET DATE ist, r ! The TARGET DATE is the date we estimate your project application will have had its initial technical review. It is not the date for approval or permit issuance. Tips for a Smoother Project Application Review > Submit complete,accurate plans and documents. Extra time may be required for re-submittals as project application reviewers work on multiple applications and it may be several days before they can look at your new or revised information. > Designate a specific contact person to communicate with the City. While the person designated as the applicant's contact person with the City can be changed, one individual with the expertise for dealing with reviewer comments would be the best choice for the entire review process. > Call staff regarding the status of your project only after the target date shown at the top of the page. Although you should be contacted on or by the target date,please feel free to contact us if you haven't heard from us by your target date.Staff may contact you before the target date if the initial review is complete.By following this procedure,you will save time and allow the reviewers to complete the work more expeditiously. Steps in the Permit Process 1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as indicated on your Pre-Application Checklist have been submitted or have been approved for deferred submittal. This does not prevent technical staff from requesting additional information as a result of their technical review. 2.Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is complete,your application will be routed to the appropriate staff and remain in their review queue until it comes up for review. 3.Technical Compliance.Once an application is administratively complete,it is routed to technical staff for compliance review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by phone, fax, email, or mail by your TARGET DATE once the initial technical compliance review is complete. 4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re- submittals,each reviewer will approve their section of the application and route it to the Permit Center.When all sections of the application are received, a Permit Specialist will process the application and contact the person specified on your application for permit pick-up.Information regarding fees and pre-construction meetings(if required)will be provided by the Permit Specialist at that time. CD-003 V-7/06-21-11 Page 1 of 1 (I, . 11;15'' • - c�� 1 1. J 25° FANEI.s AND FASCIA /^/'`''�����,�_�,��• ......-SCC DRtt.nun f ?.4'-'� """^ ' T scc Enna 1:uu I — 2.9 25' w ! 2BOO ' ----1.1-..-....,.....j L__—___. n.-- _L___.S..._ is\ 7.-- _ "- 2 5'X6' FLAT PANEL e' ^ 2.O'x8' FLAT PANEL 3004H34 3004)434 ALUMINUM 24' F'AI'iIF'ORT 3004H34 OR ASTM A653 GRADE 10 STEEL 1 '4' FJ I ----- fcr Brut,.nu 9_•�^ I SCC DETAIL NJ13 -- 24' 'N—_ I h 18 VJ r,...„. �• ,r----,6 ` I ' .ar 7—c.c.-TT ,/ SE[DETAIL xUu`_1... 1— i \'�.-f ® / OD f 215 z`. 24' TRI STAR PANEL 3004H34 2.5'X24' TRI VEE PANEL 25'X12' TWIN VEE PANEL ® o 3004H34 ALUMINUM 3004H34 ALUMINUM �'> ASTM A-653 GRADE 40 STEEL ASTM A-653 GRADE 40 STEEL °°`�°'ual Ix 6 r 8 1 _- 0. ocz€� I 1°°''"^ 0.070 -SEE TABLE 419 °O!rj _�,� SEE TABLE 4.19peastomso Q `� :-. - �400r'PAN% [x.4.8 2o 3 mSEE 'FABLE --�-'-y�^" - -___E.,....1,1- 4.1r... ' 4!r _ r- a. _ e.eee 7. rr N°� .d 6 C '...r. `_c0.062 56' 5 Q --0.036' 1 i 11111 0.070-LI 1 [........ L CD ^'3'!1 e 1-3 23—1 hem 6' es `3.B--j I-3.4 I -3.7 6' RF FASCIA 7' RE FASCIA 4.5° EXTRUDED FASCIA '' 1'B' +, 3004)434 ALUMINUM 5' RF FASCIA SAMSON GUTTER .3004)434 ALUM 6,5' RF FASCIA r .`'u�,. •'.,. «-0.040' Q. 0.050') 3004)434 ALUMINUM 3004)439 ALLJMIN M FASCIA 6' ALLMET 6061 T6 5;+..; 6063 T6 EXTRUDED FASCIA :I :Th-1(' 1 ® =\: 1.1 ..F 6063 76 Q��yg10N i 6' .e SNS e3'LIC- �.. � 1.(E 1.',`• } mss[ DETAIL 1v13 4a EySS( • {{{{yy��f1 •,•' -�-E-1 J 1_ 12 SEf TABLE-s, •� 2' • 6.1 q' i" (� ,✓/� .--am0 B.01s3's'•'L' b,.aa•,r,: / 4 6.1 �\ 6.1I :r+IF:E$520;) sa 2'x6' FLAT PANEL �'�r vel ��P J ! L174.19 vJ 3004)434 ALUMitbl94Oa4°x1i" VEE//PANEL +- i ® -1-3.7 M FEB 0(� ���2 DEC 5 ai011 3004H34 ALUMINUM 1--10—I —I-3.7--I ASTM A-653 GRADE 40 STEEL 5' MAGNUM GUTTER 6' MAGNUM GUTTER 6' SMOOTH GUT"ER B3Ts• —3• 606376 ALUM 606316 ALUM 606376 ALUM 1 ".r 3Nr1 Put LINK PLACE ' lB.BB• .. \. �/' °0 SHE CAR V 4 el �., ,.w.' 1 I Y lti 3'. 3.5', 4' or L' " � .•, '�•13 Pcr ram —--•-___ �� •..__- 2A S e7'_QiC, `piBUNAM CtlNCASf.NET A WES II / ` LYN AND -FASCIA a.u4 OW 6463T6 X0,024' or 0032' 3' rTrL,.lumen nr vnr¢L 3109M14 ALUMINUMadirl 19 / I�..J� Cx..A c� ALUMINUM SANDWICH PANEL AS PER ICC ESR 2229 Era= USE OF FOAM CORE SANDWICH PANEL WILL REQUIRE THE USE OF "-1i A DESIGN PROFESSIONAL TO COMPLY WITH EXISTING ICC ESR• 3'X24' PANEL 3004)434 ALUMINUM I1i ASTM A-653 GRADE 40 STEEL .«n MUSA03.DYG > ICC ESR PaOC 26 Ot 101 195317009 IBC)121512011 NYS n°'!- - / SOLID COVERS 4.0;WESTERN)PANEL SPANS POR COMMERCIAL AND PATIO STRUCTURES 4"x12"Westorn V0e Pene1�Slrrgl®Spen)MU35 4"x12"Western Vee Panel(Mullis en)MU35 3"x24"Western Panel(Sin le Span)MU30 3"x24'Wualorn Panel(Mvllls on)h1U30 roun enol Wind Spend and Exposure CC3round el'P sol wind peed en x osuro round anal Wind Speed and zpos u s ' " -' around an nti speed and xpt76ur '---- ' Snow Load Getego Exposure B Exposure C Snow Load Gouge Exposure 9 Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C ( sf In) 00 100 110 90 100 110 (psi) (In 90 100 110 90 100 110 (ppl) In 90 100 110 90 100 110 poi In 90 100 110 g0 100 110 ..`m"1l� 0 1►,t 6,-5. 5'-i„ 6'-3.. 6,-3" '-3" 2,-0" 1-6 .. 2. 5.,3:: -4"1 ....�._'-- ., " " , 3'-10" T•10" 3'•4' 3'•2 20 6.7 B1•2 5.11 6•0 5',3" 5'•0" 1 , [U ,, . - $ -0"'"7117,71-51,1r LIVE 0.024 10'•7 7'•8" 7'•4" 7"3" 6'-6" 0'-2" LIVE 0.025 7.1" 6"0" 6'•0" 6.0" 5-7" 5-3" LIVE 0.028 8'-3" 7'-10" 7'-5" 7'•7" 6'•7" 6'•3" LIVE 0,025 7'•2" D'-8 6'•3" 6'-3" 5.10" 5'.6" 0.032 111-0" 12'-4" 11'-6" 11'6" 5'-4" D'•0" 0,032 9%7" 8'-10" 8'-3" 8'-3" 7.9" 7'-4" 0,032 11'-9" 11-1" 10'-7" 10'-7" 0'-11" 0'•1" 0.032 9'-9' 0'-1" 8'•6" f1'•6" 6'-0" 7'4" _ 0.040 17'-5" 15-7" 14'-9" 14'-7" 13'.0" 12'.5" 0.040 12'-6" 11-7" 10'•10'10'-10' 10"2" 9'-8" 0.040 14'•4" 13'-7" 12'•11 12'41' 17-4" 11-10' 0.040 12'-4" 11'•7" 1011'10'-11' 10'-4" 9'-10" ., " ".1 .-Z- -•- - .- -__-' 1'•7" 11-7" 11••0:, 10,•8" Steal 0A18 11'-11' 11••1" 10'•5" 10'•5•. 9'-10" 9'•4" Stool0 018 10'-5" 15'-0" 13 10 13 10' 12'-6" 11'-5" Stool 0.010 12'-10' 11'-9" 10'-11'10'-11' 11T-2" 0'-6" Steel 0.010 13'-1" 12 3 1 SteelU02419'•3.' 10'•1" 971 1T-1" 10'•3" 16'•7" Sleo10.024 10'•5.' 19'•2' 14'•2.' 14'-2" t3'-A" 1T-7" i it r r;"b �""4w�+r•-�+�+r �._T20 .0.020.1'-2" 3'•7'- •,i' i" 2. .02 3 7" '5'• � � '�- 5- � - .. 3,•5 :,.., "��g'•:21�1-3r."„ 2-,0 2'.0^ 0.025 7,•3�. 7.•0.. 0,•9.. 6.-9•� 6.��. ` 6'2" 0A25 8.0" 5'-6" 5.3" 5'•3" -1" 4'2" 7'-3" TM" 6'•2" 0.026 0%7" 6%3" 4'S" 4'-6" 4'•0" 3'•10" 0.032 9••3" 8'-11" 8'•8" 8'-8" 8'•2" 7'.11" 11-0" 6'•4" 6''0" 0.032 7.9" 7'-4" 0'-11" 6'-11" 0'•7" 6'•3" 0,040 12'-4" 11-10' 11-4" 11'-4" 10'-11" 10-7" 0,040 0'-4. 0'!10" 9'-4" 7'-4" 0'-11" 8'-7" 0• sq '10'-7' T•D" T•4" Stool6.032 13,-9' 9?'•4" 11'-0" n•4" 8'•11" 0'-7" 1 0.040 16'-11' 1S'-7" 14'-il" 14'-7" 13'•0' 12'.5" 0.040 10-2" 0'-8" 0'-2" 9'-2" 9'•0" 8'-4" Steel 0.018 1V-0" 10 0 9"4" 9"4" T-9" (0-6" Steel 0.010 0'•10" 0'-4" 6'-11" W-11" 8'-6" 0'-2" 0,0113 1'e'-6" 11'-5" 1W-5" 10'-5 7"10" 1'•0" Stne10.018 10'-2" 0'•6" 0'-11" 8'•11" 8'-5' 8'-0" 2 0. 20 5-s" 5.5 5- ' 5-2" 4"0" 3'- 0 20 0.020 3'-10" 3'-V' 3'-3" 3"3" 3'-0" 2'-10" sq.!0.024 16'-3 15-7" 14.-11'14'-il 14'•4"13'-10' Slee10.02'l 13'-4" 12'-7" 11'-11'11-11' 11'-4"10'-10' 0.025 7-3" 6.9" 6'-7" 6-7" 6'-2" 0'-0" 025 ° r r 2`11..,- "11.020`�i'a�,.' .5"7" 3"5" "1-Err - it 0 ,,'-8' 7"7" 3:. 7.3:: ' 2„ 4,•6„ •5" 9'-'S" •d m2-b �i5 (-M7.1'.7' j'•l" 3'•p•' 3.0•' 1'-D•' 2�7tr 0,032 9'3'• 8'•8" 6'-0" 8'•5" 7'-11:' 7.8" 0.040 -10 '-17" 7.4" 0.4" 6'-11" 8'-7" , 0.024 0'•v" T•8" T-4" 7-3" 6'•8" G'•2" 0.025 fi'•3" G'•3" 4'-3" 4'-3" 3'-ID" 3'•8" 0.04011'•10'11-10' 11'-4" 11'•4" 1D'-11' 10:•7:: 0.040 9'•10" 9'-9D" fi'-4" 0-4" 8'•11" e'•Y., r - 9,032 13'•9" 12.4" 11 6 ; 1 P-0" 0'-4" B'-0" 0.032 7.4" 7'•4" 0'•11" 0'-11" 6'-7" 6'-3" Slaal(3,910 10'-8" 10_6" D'-U" 9"0" 0'5" 8'•3' 510810.010 9'-4" IT-4" 6'•11" 6'•11" 0'•6" 8'-2" 0.040 15.2' 15'•7" 14"9"114"7" 13'-0' 12'•0" 0.040 D'•0" 0'•0" 9'-2" 8'-2" 5-8" 0"4" --TO 0.020 5-5". 5-2' 4'5" -1'-2" 3-13i'' 3.3" ' 30 0.026 W17.-7-5Y-1". 3'•1 Z-10" 2.9' Stool 0.016 1V-5" 11'-5" 10-5" 10'5" 7'•5" 7.0" Stool 0.016 5.0" 9'-6" 8'-11" 0'-11" 8'•6" D'•0" 0,025 0'-9" 6'•7" 0'•4" 6'-4" 0••0" 5-1D" 0.026 5-3" 4'-6" 4'-4" 4'•4" 4'-0" 3'-10" 910(510.024 16'-7' 15-7" 14"11;14"1 V 14 .1" 13%10', 514010,024 12'•7" 12'-7"11'•11' 11'-11' 11'-4" 10'-10' 0.032 11"8" 0"0" 0'-2" 8'-2" 7'-0" 7'6" 0.032 7'-3" 6'11" 6'•11" 0'-11" 5-4" 6'-4" . 30 n20 3-7" 3'•5"'•_`i 3 3%1''' 2'•3' 2%0" 30 0.570 3'.2 3':0" 2'•10" 2'•10"2.7" 2':2" 0.040 11'-4" 10'•11'10'-11'10'-11' g'_5" 9.2" 0,040 13"4" 8'-11" 0'-11" 011 5'-3" 0•-3" 0.024 8 1" T•7" 7 1 7 1' 6'-4" 6'0" 0.026 4'•5" 4'•3" 4'•0' 4'-0" 3'•0" 3'-0" Steel 0.018 0"4" 9'-0" 0'-9" B'-9" 8"3" 8.1" 514410.010 0-11" 8'•6" 0'•6" E-6" 7.10" T•10" 0,032 13.2" 12'-4" 11 8 11 6" 0'•4" D'•0" 0.032 6'41" 8'-7" 6'•7" 6'•7" 0'•0" 6-0" 40 0,020 4'•5" 4'•0' 3'-10' 3'10" 3',1" X-2" 40 0.020 3.1" 2'.10" 2' 0" 2'.71' 2'• r. 1 0.040 15'-6" 14'•11' 14.0'!14:-7" 13'0" 12•,5" 0.040 0'•2" 8'-8" 8'•8' 8'-0" 8'-0" 0'-0" 0.025 6'4" 6'4" 0'-0" 5'-10" 6'-9" 5-7' 0.025 4'-4" 4'-0" 4'•0" 3'10" 3'-5" 3'-'!" , `aloe!0.016 10'-5' 5'5" 7"10" 7'-10" 7'-o" V-0" 510010,010 8.11" 0'5" 0'-5" 6'5" 7'-7" 7'•1" 0,032 6'•2" 7'-6" 7',6" 7',6" 7'-4' 7:•2" • 0.032 8'-7" 11-4" 6'•1" 6'-1" 5'•11" 0'-8" ,,,..-.- Stool 0.024 14'-11 14'4" 14"4",14"4"12'•11'12'•11' Sloe!0.024 11'•11' 11"4" 11'-4" 11'•4" 10'-5" 10'-5" 0.040 10'-7' 0'•5" 9'•5" 9'-2" 13'-11" 8'•9" 0.040 8'-7" 0'-3" 8'•0" 8'-0" T•6" 7'6" I _ AQ 0.872"0/77. Z-11"- 2 0 2'-9" 2-3" 2"0" 40 0. 2117-'76' d 7'' 2'7'6`2'-3' 1.11' Sleet 0.010 8••0" 0%3" 0.3" 0'-1" 7'•10 7.8" Steel 0.010 8.2" 7'•10 7'-5" 7'.6" 7'•3 7-U" ff 024 /- ",i1,1!_ 8.4 6.0" 0'-8" 6'•6" 0.025 4'-0" 3.0• 3:-8" 3'-0" 3'-6" 3:-?" 6U 0.020 T-6" "T-2" 3"1" 3'1" 0,0 0-0" 0.032 12.3"'11'10' 11'-6" 11-6" 0'-4" 0'-0' ► 0.032 6'•3" 0'-0" 5'-8" 5-0" 5'-6" 5-3" 0,026' 5'7" 5'4" 5-4" 5-3" 0'0 0'-n' 3r-1" Stns r'040 "13 ii 13175731-1,'"--17-1) 0.032 3 7" 3'4" -10 9.3" 3'•2 0.040 8'4" 8'•0" T•8" T 8" i'•4" T•1" 0.032 T•2" 6'.40" 0'.10' 6'•0" 6'•7" 8'-8" 0,032 0'•2" 5'-2" 4'•10" 4'8" 9'•7" 4'6' 10.014 7'•10" 7'-0" 7'•0" 6'•0" 0'•4" 11'•0" Sto®10.018 13'0" 7'-7" 7'•3" 7'-3" 6•-11" 6'-7" 0.0401 0'-9" 0'•6" 0'-5" 8'•3" 8'-1" 7.19" 0.040 6'•9" G'•0" 6'•U" 6'•9" C'-7" 0'•G" ni0.02410,-to' 10.5" 10'•0' 10'•5'' n'•7" 0',3" Steel 0015 7'-0" 7'-4" 7'-4' 7'-2" 7'•0" 8'-11" Ia a"c " " �"� �,-' Steel 0,010 0'•4" f,'-4" 0'•4" 6'-4" 5.2" 6'•0" 0.024 12-5„ 4.7„ 4.-4., 4.-4,. 0,-D, 0'-0„ 0,025 2'-1" 1 21 2211' (1)0"7 2r• .---,... . . .�'ITnLe 4.2 -"." o ndf.•L" 2 0.025 3.3" 3'-0" 3'-0" 2'•11" 2-10" 2••0" 1 �`�"""o.p o•D., 00 0.032 10'.0' 0'•3" 6'-3" 8'-10" 8'-4" 0'•D" 0.032 4'•8" 4'6" 4'•5" 4'.3" 4'2" A'.0" at 00 1 '•1" 12'-1' 11'•6" 10'•fl" 510 Morels USA Building Products Carl Putnam.IP.e E. o Oleal 0.024 0'-3 6'-6" 0'-6" 0'-1" o'-9" !'•6" 310 0.040 6'•5" 6'•6" 0'•5" 6'-!i" B'•3" fi-D" 2440 Houston.T hl 6610N 7 3441 le lln 0,040 t 1'0 5'•" 5"6 5.3" 1 .o" 11'•3' Slec10.09D G'-0 S'•6" .� 6" 5'•3" 0'•0" 0'.0" 310010.018 5'-10" 5'•10" 5'•10" 5'-10" 0'•7" 5'5" SM 77017 o, r„ v k Pisco Q4•`p,SaL '� t;1 ti�, Lynchburg,VA 24503 _Steel 010,024 0'-4" 8'•4" 8'-4" 6"4" 1.1%-1" 7'•11" (713)045.9000 cnrlputnnmacomceal.nol TABLE 4.20 TABLE 4.27 6+ 9 •6r '_.V11 ,s0 * 'i 2r ...Y.1. 1;1. • OFCDEC 5 2 ` ' 'i'j ''I \I _.7, , I 03,:c r0 r - 1 107E 7725,. _c • FED Q 0 Z012 ICC 136610631200000)12/012511 Page 37 of 101 • \i/ . qAM ' 1 , .S6Lt p cAJE(LS I L �••••; ,� ,--, �- ROLL FORMED OR LAMINATED � { SANDWICH PANEL. Z> �p , �'.\> FASCIA, ALlIFI1NUM �' I ROLL FORMED GR LAMINATED . 1 DCAM DR uI,EA \ SANDWICH PANEL SiRUCTURAI F;AR n� ' '`\. _.._ i '0111.' '''' ''',•.' "a . \ Ni'' " >\ 1 BEAM OR OTHER — • e �r \�` , ' \ •,.. \> a�� STRUEIURAL HEADER \ * \ \N. � '1 * ''',.."•:,..;„ Ml11TI3PAN ;5 \ " \?\, .,B- ,\ 4�Rh s� >, �` \�. FREESTANDING UNIT 0 j 1I • • ��'ti� •� f 1 - MIN 3.5' CONCRETE ',.' ' .,\ �'` ,1s)...'''',..,'',.,. • �N\\ � ' > t \�/� > ,i:' .'',...-,,,,,%-;< � ► , � . t• CONSTRAlREDROTINGR • 61:I r i/ '\ '\ \>�\ �.` -`,,\\ .z, ©h.n N. '� \•Jam. �\ , Q-"�^ �„. FREESTANDING SINGLE SPAN COVER -CIRCULAR FOOTING I .' p 'IA " �11`U\ X0.11@ r ,` DETAIL NUNS G'^ , z, ®N c • d :'`.`' •.,.`, ;,.. • POST �r :':1 63111 .-JI ' ; :; ` — DETAI FMUIL IO / ` ~' V 1d 1 IUIDrir MUST BE AT LEAST \/ U ALL HEADERS MAY ALL PANELS • �`'-'. 100% OF PROJECTION FDR / �C OVERHANG 25:: OF MAY OVERHANG SINGLE SPAN ATTACHED POST SPACING �� STRucI UREs WIDTH --•LEDGER BOARD 25% OF THEIR _ �/ % CLEARSPAN n ' i' CUBIC FOOTING u �,f • ,, ��' DEI AIL. MU108 5��;..• 46� ••••/;';'--,(1%,,,,,," / /��' 0?_5' PER !2' r +\N' ,-- gSION• t 'y ,'� iv '! /' ? 4 �\ MINIMUM SLOPE > pVF al, c� 1 ,` • „ '‘,,, ,',,>\•,.‘,,, \ �-• HEADERS SPAN \ ��, y, r1 �> V°,,� a �` HEADERS ARE ALLOWED �� � \T L '''s,� .6+1 fl (-; 'N.,.,- ;`,,:'`-, \'” ' .l; .`.?"''' ',.'' '' ''',',' -'- 's,„' '-':' •,., ' .,�'�, VII. p s,6:'.•,, � 1 ' }� \ ,.// ' ''6,,,''',,,M„'•,"''''‘, ��, '\ � ‘‘C'''''' ;.` '' _1. CFCALiik''' _ \\ `ti•\ \� „N'''-•.,,,",)",...-'" � � PATIO COVERS ARE 1� �\ \ \. \\� r GY�IlFS).'25r 1 �\ >y \y,\ ,...„5„,_-- ... LIMITED TO 12' HEIGHT \4� .y�`ty' ,'\.\�� �� DEC.62011 iQ '\> ��� COMMERCIAL COVERS ,,'1•\ \> /�� FEB 0 B 2092 PROJECTION ��\ % AND CARPORTS ARE \ , / 9 / LIMITED TO 13' HEIGHT i� i \ Carl rutnAn.F.E. I r11,-...•.'.. --"-f-1: 3141 1VYLINK PLACE LYNCHAL,Rc,VA P4103 k �/ /''/ d . 4" CA@L�UYNAN@COHCAST MEI ,j'. l L CUBIC F UM I INI m > DETAIL MU108 1 ATTACHED SINGLE SPAN COVER n ' 1 IEDSINGI .... (�, d i.�o, MAY DE MULTISPAN , Y% '�✓ CHP s j ~ SINGLE SPAN /,� CNP s �f,S FREESTANDING UNIT SURFACE MOUNT OR-"' fes;;`„-s� htDSURFA ATTACHMENT L ��' MIN 3.5' CONCRETEL " u.AANoDva ' ' ` '�� SLAB IN\!RAINED ED INED p< I / FOR CI INX'I RAINED _ < i' i=nR 10S012UU91EC1 12/5/2011 PAM 22 or 101 \ � FOOTINGS j):l%I-ALMENT TO WOODEN' EEK FOR SINGLE SPAN ATTACHED PATIO COVERS ONLY. SEE GENERAL NOTE 4124 LXIS'f1NG ROOF i \ f r'-- 1r I - �~ Ne.Isiene 1 / I l/'r- 3' x 3' METAL POST `� roof' snow load �- " _ �- OETn(LS LA09 OR MU®? POS7 TIDUY flETTRICTIsiC SLAA SPACING suovN h i u+srcnDlls en.aa.:D gtJD aG ' � TWO-3/8' x r' LDNC,- HESE RCCCRICTIIWS APPLY, j-- u t 0 0 LAG SCREW / I'd ON s 0 COVERS • S O O /� EACH SIDE OF COLUMN, vA r pIDiNPv�1No cv¢inoiR LOAD f S I! ///.-� _ oa wow pry i M \--PATIO %F1V[R - �,ylt.^ -�� �nMIRNIPYINptGECIRIC,STEA SIIOV/LIVE LOADS 0 uaeiNrRPr STRUCTURES COMPLYING WITH THIS DETAIL lJ — { DO NOT REQUIRE ADDITIONAL DRIFTING " ' D h DOUGLAS FIR LUMBER MI Atttcr.r.DvrRs 3° M1.N .-------FLOOR JOIST DR uAxnla wNo r.c6n s SNOW CONSIDERATIONS t{0 1 :1 EXPEISNItE C VIA AL,CAU.1 CI ` j...___-__:..., HEADIR (� x n GROUND SNOW MAXIMUM m 6 O M1tl. - -•rn LOAD (PSF) °h' (IN) 0 O m ATTACHED STRUCTURE POST 20 17 r 0 I TO DECK FLOOR JOIST 25 1811.1661=469 z o 09 \� r 30 20 — 4 O h SIDE MOUNT BRACKET 90 25 0 N L 1 • SET GENERAL NOTE 013 FOR 50 30 III — `� ' GC]RROS11� PROTECTION it Will _�_ —'"' pIs1NG EWE rPUANo 60 33 SCE GENERAL NOTE 191- FOR WEATHER AAOIEGAON N �/- j 7/10'A5411 A65O aNAAE SJ aTCEL r-. �/- on oEN NoIE Ou TO:cc 00100 / ,I _ i., G morEcTrun MC1 // ERACKCT 1.5'NIU. • „,,'"-1....„....7:.''' �/ , - ,--.. `•,4. L 55109 =* �” ____-� L5' �� 0,125' �- oto s �'® are uoceR eouG(Dn I i ALUM STRUCTURAL AP cA I +-+y SEE GENERAL Non 21 0.125" (Fy-33x51) / I /b" / 1 PANEL LOR NAMED •luRLe cereus STEEL BRACKET r PANEL OR ALUM 6. ?I , UM 2" SPACING #14x3.5" RAFTER a MOON (rSSSUr ` O` BETWEEN SC I k <, ..y„ 11�{ O,ptgNC LEDGER BOARD ;.'. ,VW. ,��1. � s.lc.( \•''44 C OFCALf40P klhr. _ L 1 s 1 _ DEC TADLE 7.5 .��'' i LI60 ---. rOR rAS1ENER I I DEC1 $20'I1 EXPIRES '!�61 -1v 1YPE AND I'NIN GAP DETVCEN LOUCI wild 6 eed MAX"L••FOR TOP OR SIDE MOUNT{ SPACING 'war ANO LEDGIT p TO PERMIT DRAINAGE FEB Q S 2012 � 11.�:� and F�1 o3uro 96"ore I 2d"ofc 96'olc I T4'o!c CO 11 TOP MOUNT BRACKET 10 06 mph ExE.13.• 21'.e 14v^ 21'4"1_ 14'-3`' 90 mph Exp B 10'4" 12.-10" 21'4" I +a'6" THESE DETAILS ARE APPLICABLE ALTERNATIVE EAVE ATTACHMENT ,_.___los mph pup 0___te'.4 __ a'-T_ aaL.14'-a" EAVE OVERHANG AND 'L' MUST ALSO 110 mph Exp '1757"6 _IA" at•s' .j 1474^ TO SOLID OR LATTICE COVERS COMPO' WITH DETAIL MUIO7 OR LA32 86m h Eft C 15.07' I 10,4"—21'41" 14'.e' c44L Ninon.r, E. P p 3441 IVYLINK PLACE 80 mph Exp C 14 1" 9'd" •zt'•e" 1 14 3" LYNCIIDURC. VA 24703 I �' '-' -•- - - CARLPUTNAMPCDoicACY.NEY i NOT AI_LEIWED IN SNOW LOAD AREAS los mph ExL1G 10.4•' •I 7.4"_ 17'4" 1 11'•7" r MAX WIND LOAD IS 110 MPH EXP C 990 mph Ex!) o•7 ' 16'4" 1 to a" `3*--`3*-- - 20 190 mph Exp 14" p® 11'4' I 74 99 4' iV /fi' ar Gtr 80 mph Exp C t1'-4' I 7'4" 11'4" I 7,y"•, T � 105 mph exp c -10'-11" I 7'-0.4 91'4" I 7'4 CAP . r--- wy 70 mph Eup C 0'•7_• e'4"_ 11'-4 - I 7.--617.- — — N I. i.._....__ _ $011t1 Covers Lattice Covers LING —_ f \ s"+ ICC ESP 1 a59(7009 IOC)17�W7011 !.. . . ... . q Pape G5 of 1C7 be*/ bCCl, 4 f! /� r SEE GENERAL NOTE #21 ALL WOOD WALL ATTACHMENT DETAILS �� Seal with permanently flexible MUST CONFORM TO GENERAL NOTE 1121 FOR Ra"la,aaa CONCRETE 01@ SEE TABLE 7 & waterproof sealant WEATHER PROTECTION MASONRY ANCHOR --- r .5 FOR FASTENER • 1/4' LAG SCREW D I SPACING CONTINUOUS z"x0.Or LEDGER BOARD ` J STUB, CONCRETE OR PROVIDE SIMPSON STRONG 11E MSTA30 ROOF COVERING IS (ICC 050 2105)AT SPLICE LOCATION COVER A MAXIMUM OF 3 FSS 1110 SCREW OR MASONRY W/0.010"ALUM •fir', WALL ATTACH COVER HEAVIER ROOF COVERING SEE TABLE STRUCTURAL / CMI TING ar VD0 J 11I�'/' A5 PCR MUIO5 SHALL REQUIRE ADDITIONAL 4.19 OR 4,20 PANEL FRANCA VALL "c",•d"OR"G" ENGINEERING ANALYSIS -QIJ r DD I r 5uuuuru .....__1/4." Lag Screw �r�r� F- �� - % BIMTYPT IUM 060"HANGERS PER TABLE 7.7 M O MIN WALL"I" / � � 00G3TGt=U,OGO" Completely seal Existing 2x Wood framing � � G, 3t10A FI3A 1=0,040" 3,5' M]N with permanently x N. flexible & water- proof sealant B.F. Larch C'.�I�r I- ti 014 SCREW 0 I LW,m1!111sEenLL 7. SCREW W/ e� ..�J o ^� �/ 2,25" EMBED -I 2,25' min -�L 1 MIN _ STRUCPANEL / ` 20 GA ASTM A053 GRADE . a. a z 07 PANEL I Synthetic Stucco or 93 STEEL BRACKET �� �- 0 s 1 SHEA'TI-IING-�� Lather non-structural covering SIMPSON STRONG TIE A34 I-O1 (11' max, thick) OR SIMILAR f/� o N TABLE 7,7 SPECIFIES THE ALLOWABLE Continuous 2"X �� __ Z N o DISTANCE TO FIRST ROW OF POSTS fascia board q , `. Q CD Mu STUCCO ATTACHMENT DETAIL '�j�i Ill= �" rtna LEDGER AND WALL ATTACHMENT 106 WITH LEDGER BOARD ATTACH WALL HANGER ill - PER DETAIL MUMS ri 0 ----- � n MIN 3.5" SEE GENERAL NOTE #21 u 1CONCRETE SLAB f OR ,---- �� FOUR IIGWOOD SCREWS CONSTRAINED FOOTINGS INTO RAFTER AND 2X FASCIA SEE SHEET MB ALUM W/ t =0.120" OR STEEL POST WITH 12" EMBED 2X DF WOONE PER RAFTER RD S� LP.- FOR FOOTINGS,UP TO d=39" OR 18" EMBED-FOR - PAS CIA c •Vi ,,,,‘ +, �� FOOTINGS UP 70 d=48" l071L -- _. - SAVE ` r�xLxOVERHANG I "I- 1 1j�Nr :� '?ii 12" ❑R 18" FGST ''` w+ 1j. 9" • Illi'•.` ",•..I..,�y<" • Live/Snow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS"L'• ,'�1'17gp ;16� ' ••1•'a : Solid Cewr Wlnd SIZE EAVE OV �"-U, ;. .. .•. ONE 3/8" x 9" 24 -- —� -- - 0" A° :,�'.: j STEEL RODS (REBAR 1119 SMS JP 5x4 21 0'_...17'$ g-7' tr•6' EMIRS 21251 i OR THREADED) ORDETAIL MUB7 "'"'-`-` L '' -•' SEE TABLE 7.3 9"-` OO MPtI C,rpB 7x0 21 0 71'•0' 21 A'- 19'-T ir-s•- BOLTS CENTERED FOR QTY OR MUBD zx0 21 d 2l S sia 2I 0 zt o ; 10 pal 2x4 21 0' 14'•8• _7'_7" . 3.•7 0'6' ON POST 0OMP(IExpC 204 2I0_._.2F-S 21'0 16.-0" 10•V... FEB 0 Q 2012 ,� ... . 2xo 21.0' ii,42 _.21'-0'. '4iW B1.0'- 11111: 10 pd.-•-__ N. 21'-0' 11'•1-_ 5'•10• 26' 0,6"oo FREESTANDING DR ATTACHED POURED OIJE DOLT D[AI•L (MIIJ)- `• L- c lID MFH xpC 2x6 210 ]i-0^ 18.T' '^1Y.3' B'-1 FOOTING ;.; STAINLESS TEFL u6 it d 2t G" zt G 21=ti'' i7,a° cart Putnam,P.E. I` ;;°' I "m W/ 2" EFFECTIVE zopal zxa 160 66 41 x-I'. ..0:4'... N CE O�S810N t ''.:', •• EMBEDMENT HILTI I<WIK IooMPHExpc 2x6 160' 160' 167 10.0"• T.I.�. LYNCHBURG, VA 24503 �1Gilr +'''' � 206 100- ie:ti t04 10'-01 iir* Q¢-OpR -� .F d ,•.•••.r.,•;, BOLT 1•Z (ICC ESR 1917) zs psi zxa 16 o a5 4 10" r3 0 3 _. ••.'r1.". MAX FOOTING SIZE IOOM0000pC 2x6 164' int .-Te-w tv-n 6A ire11 ;j}':'. " .. . 2xo i6-o• i60 . W-0' .-18'-0 1410".11IS d = 34 /o.."la1.1 CMP Nh01' I10 MPH C 2x6 170' 170 trm 61 00'.* * 174 170 17'-0 /1:1‹ 116cna.01 CMP..IVIL �p �_CI_." 9FOFCAUPo�O SINGLE SPAN ATTACHED FOOTING 10 2 40p� 1n0• 5, Do„ fog I • P xPc...._..KO._. .15 a •.1s v pa 3 r 2x6 15'•0' 1610' 15'-0' 127• 0'-T rh.na�M MUSAOS,DWG li.04.1/4. DEC 5 2011 60 al 2x4 y-nr. a••10' 1 3 o'a O-0• P saga NTS hp f 135MPHEOC .. 206 13'-ir 11'•6".. 60 . 3'7 1'1", �J 2xo 13'•0'' 13,0' 43A 177 11,7' `\ 1 ICC ESR 1053(2009 IBC)121012011 Pose 30 of 101 ` - r,. f Od ZS 0.110 - ..r^THREE 014 SMS ....._____1.1 t._...._., - THRCC 414 SMS - - 1 :r BD, ��,� / S- �•--- f """- v. RPL »-ti•---___ fI tf 4�/i _ � i^ N D5• Y� --O. i N 6 '1 0� o n 0- . / IT n, 0 0.080-•--• -^'-011.0 �; -0.1(10 Af TAiI MUTa 5.600 c 6' LONG 200' O/C --jl n in 0.080 - 0 140 10,000 -0.099 ll v _ ,-YHRf.0 R14 SNS COO 1 0 i co I - }-0,1tU I 0.100 THREE 014 0110 -f ` - �. L . L--f _J-II !� h..� - _�4... Jw 10'x5.5' I BEAM 6061 T6 ALUM 60 ` 1-__4,000--1 1..---6.000---.1- .� Nl' SANSI3N 004/1 \ C+u 4'u I SEAN 11u 5'xJ' I DEAN 7 xq 1 DiAN 61 y 6061 06 ALUM 97 6061 606 ALUH 111 ®60x5.5' 1 LUM L 606316 =1 h ---____r-,- --5.060 oe 6061 606 ALUM (116061 76 ALUFI 1.000 Ij_ °°®m'i .0 I / i'.. --i I 7. 1 DEAN NU 5' 1 DEAN 1 1 -5.500•--^-, 0 ,� 1 - __ _ t c7 GOGI TG ALUM GO 64 6061 TA ALUM ey� i�_ 0.170• -3.;30- 0,180 - S.H60 I Nu 606 1 BEAM "` co I^ xs 6061 606 ALUM Q I-g If 0.100 3.000 l j 3/0 DOLS on=mug Z P O M //Nu 10'x5.86' I DEAR O.IDO -4-0,100 I� 0 PLLS V 1., `62�GD61 76 .01.1119 5.000 ---0.090 1.040 t 1 ,,,.„, . ..... 10.000 _ 3,500 D,Dear 1I11 of --0,140 _ D D`�� 7,000 0,320 -If--0400 `6 3.5' I SPLICE A i1--0.090 1_� 6061 76 ALUM MN co �I� 0,640 4.110--=� 0.168-I , -.It-0,090 r x0,320 0410 r 0.600 I �� "I l"-.(1.090 1 A ----'1-4-.-- 3/8' D®L7�ti A` i, 1N -•a-�-6.040' -...` I •--1 8 PLLS i Z .s�':�. �� , -� `� Ir -0.400 y. �::,� --11---6.040 -0,100 3.137 u\ , ' _ 4,720 0160 w .JI�0.150� I 1 {-1' MIN • -1.0001-- r MIN- 1 r 69 f----F•1.350 Flu r_U 5'x3' I SPLICE ,,•` ,I. .Y ant an Ta rn PLcs1 jI1 6061 T6 ALUM . 0 -.',J'LACEN£NT FM 7'AND Q9 3/B' BOLTS �--� 6s Ta '.�.. :•f:�'r1;. 10.1 DEANS .d 3.`J' C SPL.ILrE �b..`�S,t' AL'.'\� • 4§111 ( p r+ r.3 \ r\ 1.290 606116 6� + �•3/0' DOLTS(0 PLCS7 I _"dS I D4 PLACEMENT FOR 3.8' ® ® &D S' C SPLICE __,.I_, r----_„ ,- _ AND a I DEARS rte..._ '- CX91FlL.r aC!�1 -T- - -...__. 606116 0.760 U I 1' 111NJ 20' FOR 3.5' I REAM-------. --- -24' FOR 5 1 DEAM. --- _ I F9 II(S 2012 36' FOR 7' I BEAMS 1 BEAMS ----, : , 52' FOR 10' Cur•1 Pu Mon,P, C. Ir---- j III FULL S I kENUI H SF'L1L;LJ 3ggt IVYLINK PLACE 9.560 3/8' DI71,T L000080RG. VA 24009 Pi 14 ��66A10 r►e/ 6.190 ' 0.120 --0.165 B I'LCS CARLPUYNAM409M0ASTACT 3/0' DCI1.T� N 7° I SPLICE 4R-GSL �,�., NU i _. . .. 73 6061 T6 GLUM 1 7s m . CMP ! 1 C1. 0�01 CNN u - N'.l 1 d _ CNP VII. . H 2.250 I- °-" OT.. - - U£U�� am DEC6:/ ,•4' 7• C SPLICE 2.150 H -- """� AUSADs.D G e p� /�5 C.V�1 E FORNiS IGC ESR 1003(2009100)12/512011 Pege 27 0110 606 1T6 10- C SPI_If_606116 10' I l3tAM ..., _. _ - /" �� o % JJU HANGERS / Rwi,luM qg "� q 4P ul.l4�,0063 T-6o :/0.274-J. -'_'t_7000 1.062'-I_ . • 1,625'---' , tt .� 0.27.15.Od0•'---"� 1.06' 1:.,�i ---LhP9i�--- y - 577 w I �. _0.187' I I . ____ /T 0.055-...� I 0'50-�. 050,+ L' 0.050•-1 .4.......6, ----------- �j' 0.062 I 71_.751:—...1__:7 I I ( 41„0 DE AIL MU42 IS ALLOWED UNDER TI'CSC LOAD CONDIT IONS I 0062• 9,n62' 9.74• RCF 2, .062'4.060 1.562' 3.71' RF..� II 4.24• 1 (9 L VE/ WIND UJPrD PANEL SPAN -0.062' r ea NOW EXP & f:XP C ,�'' :� F� -�I 1.709 10 PSC 130 110 ALL 0,5' {"' �-• F' 'I 1.000 ao PSF 120 !05 ALL L 4" HANGERS 30 asF 120 IDD au OD I' 0375 x"05 nu _s' ~ (-40.; i 1.6' ._ �- D.9 .� r \` 30 PSF lit) 9v ALI- r 60631-6 ALUM �<� 1+ 3" "J" RAIL 3" AND 2.5" "G" HANGER t� '-x �- 7.762—� 3-1/2„ „J„ RAIL L X i .274 -- 0.274 loeo RAIL PROFILES ALUM, ALLOY 6063-T6 ft CD 1- p 0.055 0.250- SEE TABLE 7.5 FOR Z O) TYPE AND SPACING OF FASTENERS ��6 --I a 7 I 9401 0976 .= c;n 3100 �n.7S' 0.062 I I II.0050' 1.625'— _J 2 R O M L NU , ir. CV Ur " •--i 17f�2.1-... MI/ f---I-1,000 3" HANGERS -a 606316 ALUM T J.SG2' _ Pa `lel©h1 0.062' Ill +000—..i .1 1,062'1-.- ... F t+- _. - -11.062•d 15, 0.6 -25• _ .. ,. J. i - °9.000 0040 f-05' N1* `� ' . `,; ,.1. :.� n1.50•x 0.120 an "C" HANGER nu ® •C - 006247 3-1/2' 'G" RAIL 02, "J" RAIL -I ., .\ 'AU 17707, HIl r 4 y��1 w 49 SO - - .. .._ . . 51 510N yg� i j 0.075"x3"x3° POST 4°x4" POST 0.062"x3"x3" Qr(p� 0$ 1 f,<<?= 6063T6 ALUM 60631-6 ALUM MAGNUM POST G-13s I — 6063T6 ALUM 0/1 � `' 1 ‘,111.14,OfAAL1401" FASCIA SPLICES NUSI11 DE WITHIN 12. OF A POST DEC 6 2011 FEB Q 8 2012 ' .I 0.0670 J i 0.0620 t..-... F �I" .�_.. 1 •_. 12• r� Carl PUTnnn. P E. 9441 1VYLINK PLACE 1 LYNCN➢Un6, VA C4903 EE DETAIL 11U55 r' 1• MIN SCREW I'ATTEFNS C4RLPUTNAN@CDre[AS LMCT La q0 0 0 o FOR ALL FASCIA :. I 0,0900 55 —� �—}= MIII ,�� SPLICES. ALL FASCIA ` +, _.I - ,,,, SPLICES MUST DE NITNIJJ { f 1• MIN- 11E• OF A POST A CHP • __._•.. CHP r' )' ROLL 0.4 -- sa S.5' EXTRUDED (-T.1)5' EX'lllUlltll 1 FORMED GUTTER SPLICE 1,UTTER SPLICE GLITTER SPLICE N...... _ulsnD+.nvr, 6063 16 ALUMINUM 6063 T6 ALUMINUM 3007 H34 ALUMINUM ICC GSR I060(2000_8„)7215,011® W.....,W., e `^- �`s�,s I p...a.i �, -��_ No.26 of 101 Ni. ' v PLANNING DEPT. APPROVED BY lith. Iti ...,!if DINE: �� �Z�J 6717--" IF.4.4. cosi -- ,. , i _ NNNs4k. **"..: "N-\\T i .%. f_tt. I 'A. ••1 .. 33a(40 1 Rey(AV 02_ Roof(Proposed) 4'6. (-(01i4 -00 l' 4rejt 11AS 1001c5•Cr fgaPAC- 771426 etz-- 1:7 ..e..ile...s I 26 1 T , _.:71..1—1- _ra___ IrCratchew . 11)-1ig-- H I.! ,.„..,...4. . I 41i-1L6 5f2A -4a / , I VI 1 _ -sktalissi • t -,, F2(6} <7, ..........................._.......________........______ ........__ .....____..... ..... - - ) 40 6 I i I 4:1 00 00 1 0.5 ,--.1 :-. • . i I . 1 .,./ \ A - --- ..._471- _. L5!.4;1!_-_.:........88....8.„.... ......-. _ 2.3677T 47,3 r,;• I ---- i. rp it, -,;- 'Pc cject:."1' __ek-/ Oic -cAT00( RVof I .._...—_----..........-:_-_---,:_:_-_-2,.=:-..=...-...---_-_%—_--z. ....,......._,„J 4/17/2012 Page: 14 NICHOLS_CAROLYN_l . . --1 * - 7.4o4P ,(-1 --e- 9 3306 South Raymond Circle, Spokane, WA - Google Maps Page 1 of 1 To see all the details that are visible on the screen, use the"Print"link next to the map. Go, `g le ,. t ''e'er , ,,$ , L. t S" i { A J6 , 0 ... \ R Photos Find Tag Show All - animals architecture art autumn beach bridge building buildings castle church city clouds flowers hdr lake landscape mountain mountains nature night panorama park people river sea sky snow summer sunset travel trees water winter Upload your photos to Panoramio View photos in Google Earth LK lty 6 htto://mans.aooale.com/ 4/27/2012