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20121102082008308.tif ,a PERMIT NO: / ' �OV 0 2 2012 'T� p tRt ADDRESS a APPROVED BUILDING /® f� PL NNING PUBLIC WORKS DEP a t,\ I rz APPROVAL AS A RESULT OF AN INSPEOTION SHALL NOT BE CONSTRUED TO BE AN AP- OF A VIOLATION OF THE PROVI3,,M S �; >� C00.2: OR OF OTHER ORDINANC��;. 0V� � v JUMI DICTION. ' I Design #: 66122 Page 2 of 6 K 09/19/2012 ec� I i Beam Layout for Level 1 \1 Vt' � C qa l% 7911 r I Design #: 66122 1 f Page 2 �f 3 121 1 . 09/19/2012 - F f F I A i ] - 4 t� M 1, • 6 ,� II IL vel1�� � r,� �1 I��t a., ry i , k {2 T ,i� R SF k t i lil il� _ .._._.._:__..._........_..__........._'___._.._...__. _..___..........._..._...,,.... __..__..__;....._._..� 4...21`4 �i�i Railing -. I Today's cost for materials estimated in this design with options: $5,509. Tax, labor and delivery not include You may buy all the materials or any part at low cash and carry prices. Because of the wide variable in codes, Menards cannot guarantee that materials listed will erect your code requirements. Check with your local municipality for plan compliance and building permit, These plans are suggested designs and material lists only. Some items may vary froth those pictured. We do not guarantee the completeness or *(Base Price): $2,880.1 prices of these structures. Tax, labor and delivery not included. The base price includes: 4U PSp deck live load, AC2 2x6 deck boards in horitontai direction, AC2 4x4 framing posts, * * *If purchased today, you save: $1II9.95* precast concrete (I bag) footing, AC2 2x8 joists and beams with two feet cantilever, galvnnircd framing fasteners turd * * *nnnnthly RICA rarA Pavmanf tnrnl dA ho' 4 9� nn* i V V, j+ t S' c,�i �`E L VLA tJ S ti,aro7 Bu'l Gu How to Use this Guide ®� A I Provide two sets of plans and complete the following: 1. CoMple this II by filling in the blanks on page two, and indicating which construction details will be used. 2 . I P Pov ide t P lans (site plan) showing dimensions of your project or addition and its relationship to existing buildings or structures on the property and the distance to existing property lines drawn to scale. 3. III out a building 1 . The majority of permit applications are processed _ with little delay. The } R lr submitted documents will help determine if the project 3a is in compliance with building safety codes, zoning ordinances and other IR 12 applicable laws. �4, Y l i � rJa 1 q 1 2/18/07 i , ° ipections 1 . Pill in the blanks on pages 2 and 3 with dimensions and materials which will be used to build the structure. Please print legibly. . Indicate in the the c bo , a hich detail from page 3 will be used. Size and ount of Lags (example: Two 1 2 "lags @ 16" O.C.) Type of decking x - ® ® (example:Ix4or2x6 -Trex) i Existing bldg. 36" high guard 2x joists with balusters sp aced apart P . p spaced so that a '� (example:2x10 "spaced 24 "apart) 1r�� 4 Inch diameter sphere cannot a f = }} A roved pass through CO I' Y pp p ax` ro; i flashing CO 4 Ik required Beam splices to occur over x i `c beam ��- posts with 1 1 /2" bearing =� � . , e• • (example: (2) 2 x 10 - see detail B) °3 � P Attach decking with non corrosive fasteners 2x 0 rim joist 4 ��.' • ' P O., • •' (example: 2x 10 -see Alternate BI &B2) xx I ❑ Detail B ° c ❑ Alternate Detail B1 X posts ❑ Alternate Detail B2 v spaced apart Detail A (see page 3) (example: 4 x 4 posts spaced 8' apart) (see page 3) Conditions such as attachment to 00 J Span cantilevers or veneers may require Engineer's approval LL (example: 13 -4 ") Span Type f siding (existing) JJ�U � I ✓�s�� Detail C �.• •• .° Finished grade Note: Emer g enc esca a windows are allowed to be installed under decks and porches provided the Y Il location of the deck allows the emergency escape = 41 window to be fully opened and provides a path not less than 36" in height to a yard or court. 6'8" required - for walk out basements or patios. Note: A plot plan (plan view) showing the dimensions of your project or additions and its relationships to existing buildings or structures on the property must be included. In addition to project dimensions, your plot plan must also show other details such as post locat and spacing, joist and beam spans, and any other pertinent information not shown on the section drawing. 2 2/18107 • Existing building Beam splices to A Approved flashing required occur over posts pp g q with 1 1 /2" bearing Secure balusters Attach to joists with non - corrosive fasteners to beam Attach ledger to existing bldg. with non - corrosive lag bolts spaced min. 16" apart. Locate bolts to penetrate rim joist or w studs. Non- corrosive Non - corrosive Non- corrosi metal joist hanger metal joist metal post/beam s hanger connector j Conditions such attac ment to cantilevers or veneers may require Engineer's approval I ; I Secure balusters Full depth 2x solid blocking Secure j to beam balusters to beam 24" max. Beam splices to Beam splices to E' occur over posts occur over posts with 1 1 /2" bearing Non- corrosive metal with 1 1 /2" bearing Non -corro ive meal post/beam connector post/beam conne for r7l' (min.) diameter anchor bolt embedded Non - corrosive metal post anchor min. into concrete pier or the equivalent must o decay resistive :....,.. p u a,� Finished rade 6" min, if bes than °" post maw, b., RE F �Z�S t �y� • G l , >; C d j (min.) diameter pier U . c ti 3 i 2/18107 i I New or existing Open guardrails on decks more than 30 inches above grade or a floor below shall light required have members spaced so that a 4 inch diameter sphere cannot pass through. Stairway Notes: Guardrail 1. Stairways shall be not less than 36" in width. Openings for required 2. Stairway rises shall be not greater than 7 314 ". guards on the sides 3. Stairway treads shall have a minimum run of 10 ". of stair treads shall 4. The length of Run and the height of Riser shall not not allow a 4 3/8" vary more than 3/8" in the entire run of the stair. diameter sphere to 5. Stairs are required to be illuminated. 36" min. pass through. 6. Open risers permitted if opening is less than 4 ". height 7. A nosing not less than 3/4" but not more than 11/4" shall be provided on stairways with solid risers, and less than 11 ". 8. Composite materials (example:Trex) may require 4 stringers Deck 34 -38" above Less than nosings 6" dia. Handrail (see details below) 1 Guardrail required if 10" min. run more than 30" from nosing to nosing Landing same Open risers width as stairs less than 4" 36 " Min. 7 314" max. rise Finished grade Handrail Notes: 1. Handrails shall be continuous on at least one side of stairs with 4 or more risers. 2. Top of the handrails shall be placed not less than 34 inches nor more than 38 inches above stair nosings. 3. The handgrip portion of handrails shall be not less than 1 -1/4 inches nor more than 2114 inches in cross section for non circular handrails. 4. Handrails shall be placed not less than 1 -112 inches from any wall or other surface. 5. Handrails to be returned to wall, post or safety terminal (per 311.5.6.2 IRC) Type II Type l I,-� 1 1 /4" - 2 max. F 3 13/4 1 1 /4" - 2" Gripable Wall or other surface 1 1 /z" min.