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3618 SHORE AVE 2020 Plans 2022-12-01
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3618 SHORE AVE 2020 Plans 2022-12-01
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Last modified
12/1/2022 11:10:21 AM
Creation date
4/21/2022 3:49:33 PM
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Address Document
Street Name
SHORE AVE
Street Number
3618
Permit
C2010-002
Year
2020
Notes
CONSTRUCT NEW SFR WITH GARAGE
Address Document Type
Plans
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ELEVATION NOTES <br />PROVIDE METAL FLASHING OVER TOPS OF WINDOWS AND TOPS OF TRIMS DIRECTLY EXPOSED TO <br />WEATHER. <br />ROOFING MATERIAL, SIDING AND FLASHING SHALL BE INSTALLED PER MANUFACTURER'S <br />SPECIFICATIONS, INDUSTRY STANDARDS AND PER I.R.C. <br />PORCHES, BALCONIES, RAMPS OR RAISED SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR <br />GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" 1N HEIGHT. OPEN SIDE OF STAIRS WITH A <br />TOTAL RISE OF MORE THAN 30" SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED <br />VERTICALLY FROM THE NOSING OF THE TREADS. INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES <br />SHALL BE SPACED SUCH THAT A 4" SPHERE CANNOT PASS THROUGH, THE TRIANGLE OPENINGS <br />FORMED BY THE RISER, TREAD, AND BOTTOM OF RAIL SHALL BE SUCH THAT A 6" SPHERE CANNOT PASS <br />THROUGH. <br />EXTERIOR STAIRS SHALL BE NOT LESS THAN 36" WIDE. HANDRAILS SHALL NOT PROJECT MORE THAN <br />4.5" ON EITHER SIDE OF THE STAIRWAY AND MIN. CLEAR WIDTH AT OR BELOW THE HANDRAIL SHALL NOT <br />BE LESS THAN 31.5". MAX. RISER HEIGHT IS 7 3/4". MIN. TREAD DEPTH SHALL BE 10". A LANDING IS <br />REQUIRED AT TOP AND BOTTOM OF EACH STAIRWAY. <br />SITE ADDRESS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. <br />NUMBERS SHALL CONTRAST WITH BACKGROUND, BE ARABIC NUMBERS OR ALPHABETICAL LETTERS, BE <br />A MIN. OF 4" IN HEIGHT WITH A MIN. STROKE WIDTH OF 1/2". (R319.1) <br />ELEVATION KEYNOTES <br />KEY VALUE I KEYNOTE TEXT <br />38 <br />30 YEAR RANDOM CUT ARCHITECTURAL COMPOSITION ROOFING <br />41 <br />CONTINUOUS ALUMINUM GUTTER ON 5/46 FASCIA <br />44 <br />FASCIA: 1x3 ON 5/48 WHITE WOOD (TYPICAL AT GABLE ENDS) <br />50 <br />HORIZONTAL BEVEL CEMENT BOARD SIDING PER BUILDER SPECS <br />53 <br />5/44 CEDAR OR WHITE WOOD TRIM PER BUILDER SPECIFICATIONS. <br />60 <br />SLIMLINE METAL CORNER TRIM. <br />72 <br />STONE OR BRICK VENEER WHERE INDICATED <br />73 <br />5/4" CEDAR OR WHITE WOOD WRAPS o/ STRUCTURAL POST PER PLAN <br />80 <br />TEMP. GLASS STORE DOOR <br />81 <br />TEMP. GLASS SLIDING PATIO DOOR. <br />82 <br />OVERHEAD STEEL GARAGE DOOR WITH TEMP. GLASS WINDOWS WHERE INDICATED <br />83 <br />PROVIDE 6" MINIMUM EARTH/WOOD CONTACT <br />85 <br />LOCKING DEADBOLD AT ENTRY DOOR <br />86 <br />CONCRETE LANDING AND STEPS PER I.R.C./I.B.C. <br />91 <br />HARDI PANEL SHEET SIDING WITH E-Z TRIM CHANNELS <br />94 <br />TEMP. GLASS WINDOW. <br />96 <br />PROVIDE METAL HEAD FLASHING ABOVE ALL WINDOWS EXPOSED TO WEATHER. <br />97 <br />T&G 1x6 CEDAR OR EQUIV. HORIZONTALLY APPLIED STAINED SIDING. <br />HANDRAIL, GUARD AND <br />BALUSTERS TO CONFORM TO <br />I.R.C. OPENINGS SPACED <br />SUCH TF'"' <br />CANNOTI <br />C <br />W <br />d- <br />M <br />10" MIN. <br />TREAD <br />II <br />II <br />II <br />II II � <br />I II <br />I iI <br />FIRE BLOCK BETWEEN STUD <br />3/4"MIN; BAYS AT WALLS IN CONTACT <br />1 1/4" MAX. WITH STRINGERS. <br />NOSING 1/2" MIN. PLYWOOD <br />RISERS <br />j-*,�_STAIR DETAIL <br />v % 3/4" = 1'-0" <br />RESIDENTIAL STAIRS TO BE <br />MIN. 36" (CLR) WIDE. <br />1 1/4" DIA. MIN; 2" DIA. MAX. <br />HANDRAIL w/ RETURNS TO <br />WALL. <br />DBL. JOIST <br />�— (U.N.O.IN PLAN) <br />SIMPSON <br />LUS210 JOIST <br />HANGER <br />SIMPSON A35 <br />EACH SIDE OF <br />STRINGERS <br />(1) LAYER <br />1/2" GWB <br />2x12 STRINGERS <br />PER PLAN <br />KICKOUT FLASHING DETAIL <br />v i 114" = 1'-0" <br />TOP OF RIDGE <br />160' - 4 3/8" <br />-2ND FLOOR PLATE <br />v 153-6" <br />2ND FLOOR <br />145' - 4 7/8" <br />143' - 10 1 /8 <br />NORTH ELEVATION <br />160.6 I1 TOP OF RIDGE <br />1 Ed - 4 3/8" <br />OOR PLATE <br />153'-6" <br />2ND FLOOR <br />145' - 4 7/8" <br />DOR PLATE <br />143- 10 1 /8" <br />MAIN FLOOR <br />134' - 9" <br />erage Grade <br />132' - 7 1/4" <br />II1-1 1 III 1I1-1 1 II II II1-1I II II II II II II Il1-1 1 II II1-1 1 II1-1 1 --1I II1-1 1 II II II II II1 <br />Ell <br />EAST ELEVATION <br />1 /4" = 1'-0" <br />��iju <br />z N <br />00 <br />o <br />00 <br />Z o <br />1 U <br />0. Y= CM <br />'L d .N <br />-j <br />� <br />r0 'o <br />V �(8) <br />co co <br />z 00 N ._ <br />Lu <br />o E <br />W m <br />p <br />uj ° <br />H <br />d <br />-10 <br />s� <br />R S <br />oZ�oo� Orwam�°�o�`—°a <br />0�V Eyco <br />(� p J O N N O C <br />Z='6 ��._'f6 <br />�ULLQ <br />CEN. <br />>„Zp ��'m�c v, a� <br />'Y^y�''yoC <br />�" ~ LLI E O N _y O O C(0 O 80 <br />O W <br />O�nFaORmp y-o0 <br />w O ma`o Eui�m.°Jc» <br />N E N <br />Z a— N d O~ <br />H N <br />Lu <br />Lu <br />00 <br />• <br />Lu <br />ui Lu <br />Lu <br />C44 <br />Lu <br />0 <br />*--o <br />PROJECT NO. <br />200202 <br />DESIGNED BY <br />TL <br />DRAWN BY <br />TL & RM <br />CHECKED BY <br />TL <br />SHEET NO. <br />A3 <br />PRINT DATE 10/2/2020 3:44:24 PM <br />
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