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These plans were df wwfi� �hv owner's andior builder's s��� �tt�ns and an changes �� made to Siefafter prints �P� �d� bill � dons �� the o��3i's �ndlof �asld�Ys expense and C�saorsf�kl��Fh� design drawings v�P� n�$r� �f�d �P �h��k�£� � Iic�n;�d engineer or �C�7i$J�t. While �V� �f�®r� his ���4i�d� In thera ration ofthis design to avoid 9i"B3s2I8es, isesll Design Llns LLC dS'iH (1+Jg be responsible for any damages relating YCJ the accuracy and ovfal integrity of the design plans.
<br />The ownerlcontractor must check and verify all dimensions and other plan details prior to constniction and be solely responsible thereafter. COTE THAT THE FINAL PRODUCT WILL NOT LOOK EXACTLY LIKE THESE PLANS AND THE FINAL PRODUCT WILL VARY IN APPEARANCE FROM THE PLANS AND THEARTIST'S CONCEPTUAL DRAWINGS
<br />i
<br />CARPENTRY:
<br />FRAMING NOTE5: /
<br />NAILING NOTES:
<br />` /16" 05B ROOF AND MALL
<br />5HEATHING
<br />12" OC
<br />7/16" 05 OOF AND V4ALL
<br />O C
<br />SHEATHING
<br />Staple @ 8" OC
<br />3/4" PLYYNOOD105135U FLOOR
<br />OC
<br />Concrete Notes:
<br />TOE NAIL N-bd ALL FOOTINGS TO REST ON CLEAN, FIRM UNDISTURBED SOIL.
<br />TOE NAIL EA. END PROPOSED CONSTRUCTION AREAS SHOULD BE CLEARED AND
<br />GRUBBED OF ALL ORGANICTOP SOIL AND VEGETATION,
<br />FACE NAIL 16d
<br />TOE NAIL (08d, END
<br />END NAIL (2)-16d
<br />EDGES b INTERMEDIATE r
<br />EDGES 1 1/2" Staple @ 4"
<br />EDGES 8d @ 6"
<br />g
<br />TRIANGULARTHE I
<br />BOTTOM OF GUARDRAIL 5HALL NOT ALLOVA A 6" DIAMETER
<br />SPHERE TO PAS5 THROUGH.
<br />ABOVE
<br />EVERY BEDROOM SHALL BE PROVIDED VAITH AN EGRE5S__V\lINDOVA
<br />.
<br />FINISHAREA OF 5150. FT. EGRESS YAINDO�-455HALL NOT HAVE AN
<br />2_4" M 1"N� ELEVATIO OP YNINDOYA PENING A
<br />LEVL�L FIN15HE1 L 0R.
<br />EXTERIOR EXIT DOORS YdILL BE " MIN. NET CLEAR DOORYqAY
<br />SMALL BE 32" MIN. DOOR SHALL BE OPENA LE FROM IN51DE
<br />- - �-'' _- A ,POVILF�b(:�'E�-
<br />1, Concrete dimensions are typically to face of wall.
<br />2. All concrete slabs in conditioned space shall be minimum 4" thick
<br />placed over 6 mil poly vapor barrier over a minimum 4" bed of compacted
<br />gravelisand,
<br />3. Provide Anchor Bolts sizes as indicated (min. 112"dia) on these
<br />drawings, at top of concrete foundation walls at a minimum of i %0" from
<br />oorriers and maximum V-0" O.C.. for balance of perimeter walls, two per
<br />plate minimum.
<br />4. All concrete footings shall bear on undisturbed virgin soil or engineered
<br />fill, at least 28 below grade with presumptive bearing capacity of 1,500 psf.
<br />5. Footing for a 1 Story shall be 12" Y'gide by 6" High. Foundation Lull for a
<br />1 Story shall be 6" Ygrde. /
<br />Footing for a 2 Story shall be 1 " Y,We by 8" High. Foundation Lull for
<br />2 Store shall be 6" VAide. (See IRC table 40 (1))
<br />6. Rebar in footing, gall and slab shall be to local code.
<br />1. Footings shall be stepped, if required, no greater than 1-foot vertical7t)(1
<br />2-feet horizontal
<br />6. All concrete frost walls to have bottom of footing at minimum 7_0" b ,low
<br />1 finished grade. 7
<br />. Concrete foundation walls that exceed q,_0" in height must be reinfor(d
<br />with steel designed by a licensed Structural Engineer.
<br />10. Joists may sit in recessed beam pockets or on top of foundation.
<br />11. Slope garage slab 2" towards garage door.
<br />12. All Concrete shall have the minimum 26 day strength:
<br />Garage Slab 3000 psi - Basement Slab 3000 psi
<br />Exterior Slab 3000 psi - Foundation Slab 3000 psi
<br />Footings 2500 psi - Foundation V 4all 2500 psi
<br />GENERAL PLUMBING & HVAC NOTES:
<br />HVAC SHALL HAVE ONE ZONE, UNLESS OTHERYd15E NOTED.
<br />METALLIC CAS PIPE, Y14ATER PIPE, AND FOUNDATION
<br />REINFORCING BARS SHALL BE BONDED TO THE ELECTRICAL
<br />SERVICE GROUND.
<br />DRYER, WATER HEATER, KITCHEN AND BATHROOM VENTING
<br />SHALL EXHAUST TO THE OUTSIDE OF THE BUILDING AND BE
<br />EQUIPPED YVITH A BACK DRAFT DAMPER.
<br />ALL GAS LINES SHALL BE SIZED FOR APPLIANCE LOAD. "BLACK"
<br />PIPE SMALL BE USED INSIDE THE BUILDING, "GREEN" PIPE Y4HERE
<br />UNDERGROUND OR EXPOSED TO YIEATHER, ALL JOINT5 SMALL
<br />BE TAPED YAHERE BURIED OR EXPOSED TO YVEATHER,
<br />TUB515HONER5 SHALL BE PROVIDED V41TH INDIVIDUAL CONTROL
<br />VALVES OF THE PRE55URE BALANCE OR THE THERMOSTATIC
<br />MIXING TYPE. THE VIATER TEMPERATURE SHALL BE AT A
<br />MAXIMUM OF 120'F.
<br />YIATER SOFTENER UNIT, IF INCLUDED, SMALL CONDITION Y1ATER
<br />BEFORE ENTERING THE HATER HEATERS AND THE COLD Y4ATER
<br />SOURCE.
<br />EACH H05E BIBB SHALL BE EQUIPPED V41TH A BAGK FLOYq
<br />PREVENTION DEVICE,
<br />Hv//E��j/jAT' DUCTING SHALL BE SECURED, SEALED AND INSULATED TO
<br />CIE9DE,
<br />EXTERIOR FINISH NOTES:
<br />MISCELLANEOUS NOTES:
<br />MINIMUMEACH BEDROOM TO HAVE A
<br />ABOVE5a. FT. YAITH A MINIMUM VAIDTH OF.2_0 IN. AND A SILL LESS THAN
<br />SKYLIGHTS ARE TO BE GLAZED VgITl i TEMPERED 6LA55 ON
<br />OUTSIDE AND LAMINATED GLASS ON THE IN51DE (UNLESS
<br />PLEXIOLA55). GLASS TO HAVE MAXIMUM CLEAR SPAN OF 25 IN.
<br />AND FRAME IS TO BE ATTACHED TO A 2x CURB V41TH A MINIMUM OF
<br />4 IN. ABOVE ROOF PLANE.
<br />ALL�U- ND 5HGV4Et ENGL05URE5 TO BE GLAZED Y41TH
<br />SAFETY'' GLASS.
<br />ALL EXTERIOR VAINDOV45 ARE TO BE DO BLE GLAZED AND ALL
<br />YIEATHER5TRIPPING. PROVIDE 1/2 IN. DEADBOLT LOCKS ON ALL
<br />RANGE HOODS ARE AL50 TO BE VENTED TO THE. OUTSIDE.
<br />ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND
<br />GARAGE5 SMALL BE G.F.I. OR G.F.I.C. PER NATIONAL ELECTRICAL
<br />CODE REQUIREMENTS.
<br />PROVIDE 6RAY41_5PACE VENTING TO MEET THE REQUIREMENTS
<br />OF THE 2015 EDITION OF THE I.R.C.
<br />ELECTRICAL NOTES.
<br />BUILDER/OY4NER SHALL DO A YIALK-THRU Y°4ITH RELEVANT
<br />IN5TALLER5 TO VERIFY THE EXACT LOCATION FOR OUTLETS,
<br />LIGHTS, 5Y4ITCHE5, CABLE, DATA, PHONE, AUDIO, ETC,
<br />LOYA VOLTAGE NOTE5:
<br />BUILDERfOY'4NER SHALL DO A YgALK-THRU VAITH RELEVANT
<br />INSTALLERS TO VERIFY THE EXACT LOCATION FOR OUTLETS,
<br />CABLE, DATA, PHONE, AUDIO, ETC.
<br />OF RETT
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<br />1) ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL APPL,ICICABL.E CODES 2) IT IS TIME RESPONSIBILITY OF THE CONTRACTORiBUILDERf OWNER TO CHECK FOR ANY ERROR OR OMISSIONS TO ` HE PLANS, WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 3) VERIFY LOCATION OF ALL ELECTRICAL r XTURES AND OUTLETS. 4) VE IFY ALL, BEAM SIZES AND LOCATIONS, 5) VERIFY GIRDER TRUSS LOCATION AND POINT LOADS, 6) VERIFY ALL FOOTING PAD LOCATIONS AND SIB
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