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HomeMy WebLinkAboutB14-0108 REV1 A6.4.pdf 6x6 HOOD COLUMN ly STUCCO COLUMN W/2" STONE CAP 42" HIGH GUARDRAIL 3/16' X2 a" X I" TUBE STEEL--------- "=1 TEEL N. 42" HIGH GUARDRAIL, SIM. TO RAILING DESIGN ON UNIT 30 36" HIGH HANDRAIL, (ATTACHED TO WALL 02 A6.4 . NEW DECKING RE: SPEC ,, , ;' :o ', I 4. ,- 4 m VICTOR MARK DONALDSON )q 5G. WROUGHT IRON BALUSTERS o 4 I/4' O.G., WELDED TO TOP e BOTTOM RAILS 2x4 0 I'-b" WD. STUD BEARING W/ (3)2X4 UNDER EACH STRINGER 4X12 PRESSURE TREATED FULL DEPTH STRINGER 3/16' X2 1/2' X I' TUBE STEEL 4X6 CEDAR TREADS VAIN2X8 5 ® I 16" O.G. TAIOZ STAIRCASE ANGLE YF)C3' STAINLESS STEEL OR 1 ARCHITECTURE GALVANIZED LA6 BOLT 4 ‘II ir. I �' ` / PLANNING INTERIORS iiil II '{b"X12"X3U4" ANGLE IRON / / SINCE 1971 (PROTECT INSIDE FACE FROM / Ili: - 'f rt ARCHITECTS 4x12 PRESSURE TREATED t STAIR STRINGER 90 W BENCHMARK ROA D 6 `/- J SUITE BOX 5300207 2X4 CEDAR TRIM 8/) = � ,"� AVON , I0II C081620 ALL SCREWS FOR TRIM ;;'ir ' �; 970 . 949 . 5200 Zz SHALL BE STAINLESS STEEL Un cr vmda@vmda. com rci r FAX 949 . 5205 ui ,; -: . . 36" HIGH HANDRAIL /�> •-r. � `° 8 P/ ,___ , LOUVERED OPENING RE: DETAIL ! `:: � 8 v V!'::TOR p K/ emenie CAP VENT PER MECHANICAL ENGINEER LETTER D " 'to N (DATED 0722.14), IS GA METAL FLASHING OVER `•� GRACE 3000 OVER 34" MARINE GRADE PLYWOOD * 2 ' FRAME / 4Pilitfl:FRI / SET IN Ya" BEAD (ENTIRE PERIMETER) HENRY'S 400 \ /LS<�� AP�G�,\� -1- , , , / / ^flit til 8 2X6 CEDAR SLAT 4'-3" (4'-0" MIN. REG.) / �\ 12-10" 5'-7 3/4" _¢4 o 4me0 17:1-s--00: 0� M �` �,� rii 3-8"X1'8" METAL GRATE, COMBUSTION AIR .... ! ` . 4 f,. o = 2X4 CEDAR TRIM \ \ 20" N METAL VENT, `1*-• W, t �: DO 2X6 CEDAR TRIM no 23'-3 1/4" FIELD VERIFY ENGINEER LDETTER /PER ��'q .I `;llllll ,;P�e�� Q N- 81 , �ti� �F C010 ��`• 0 in \ STA R "\ TO OU' 8"CONCRETEACCESSVAULT GRATEB20" m METAL VENT, W CO 42" H. GUARDRAIL TO BELOW POOL DEHUMIDIFYER N W 00 ��— T�� SCALE I" = I' - O" V , , 21-4" 2�" t dir 4'2,��� 2._4.. 7,-�" / _ Q C Z O t lie (3)2X8 UNDER 6X6 ROOF COLUMN Z iris 0 hi - - -AX12 PR- SURE TREA • STR. --- - LL . - I II CO ICC rX I. M 11 e Z O M iiQ STRUCTURAL GENERAL NOTES AND I I� ( ~ ) Q �_ Al , DESIGN CRITERIA CAN BE FOUND ON 1 u I HEET 50.0 WITHIN THE APPROVED PLANS 46.4 - - UP .1 ®si A6.4 D O U SCALE: I" = I' - 0" / ii �- - - -II II Q \ \s -___-:} ii II Cc > r Uaeleassimilises 4X12 PRETREATED STRINGER FULL DEPTH J _- - ----- -__ �X4(TYPn I' 4' L:1 ?EARN, WALL W/ \ T- \ 36" H. METAL HANDRAIL• (3)2X4 POSTS EAfH STRINGER --7 I Pi A / 4'-3" / 14T ® II" = 12'-10" SCALE: I/2" = 1' - O" Ra11111 [1--ENHO • ——- - - - -I' 6 I/2• 2'-I• b I/21 2'-I' b I/21• 2'-I• xI><_ 2X4 CEDAR TRIM < 2X6 CEDAR TRIM- I _o) I LL- I,B r LE)) Sf Ll ur —7- - INSIDE EDGE OF 4X12 STRINGER OUTSIDE EDGE OF 4X12 STRIMGER ,„...-- ,U ARCHED r L , e ` SOFFIT ` ©COPYRIGHT 1-`"Th , �X5 CEDAR L�TAR fl� _ A- I -X _ ABOVE Victor Mark Donaldson I II ! \\ / -, __ BEARING WALL: (3) 2X4's MIN. _I All Rights I. Architects _ _ Reserved -- ` /� 2X6 CEDAR FRAME UNDER EACH STRINGER V A I--- ��� _ — SCALE: I I/2" = I' - 0" CAP VENT PER MECHANICAL ENGINEER LETTER• Ii REVISION 07.23.14 • -\\ --i . NI �. [ _I (DATCD 0722.14), IB GA METAL FLASHING OVER \ METAL RAILING 2012 IBC " „ GRACE 3000 OVER 3/4' MARINE GRADE PLYWOOD RE: DETAIL 3'-8 X1'8 METAL GRATE, SET IN Y4" BEAD (ENTIRE PERIMETER) HENRYS 900 • `� 1009.'72 RISER HEIGHT AND TREAD DEPTH. COMBUSTION AIR • \ \ . . ANGLE IRON CONNECTION TO EXGEPIIONS: \• ■���. , STAIR STRINGER, RE: D'_TgIL S. IN GROUP R-3 OGCIPANGIES;WITHIN DWELLING UNITS IN GROUP R2 OCCUPANCIES;AND IN GROUP U OGGIIPANGIES X DATE 04/09/2014) THAT ARE ACCESSORY TO A GROUP, R 3 OCCUPANCY OR ACCESSORY TO INDIVIDUAL DWELLIN6UNITS IN GROUP R2• 1 III � ,I . . OCCUPANCIES;THE MAXIMUM RISER HEIGHT SHALL BE 7 °4" THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. A NOSING I JOB NO. 1337 • LOUVERED OPENING I 11 `11:1"-N-- I� PROJECTION NOT LESS THAN s/4" BUT NOT MORE THAN 14" `BALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS 1 11 �� RE DETAIL WHERE THE TREAD DEPTH IS LESS THAN II INCHES. I 1, ' ,I -,,_`� • • 1009.8 STAIRWAY LANDINGS. THERE SHALL BE A FLOOR OR LANDING AT THE TOP MD BOTTOM OF EACH STAIRWAY, EXTERIOR I II ' I`/1 e THE WIDTH OF LANDINGS SHALL NOT BE LESS THAN THE WIDTH OF STAIRWAYS THEY SERVE. EVERY LANDING SHALL 20" METAL VENT, NEV( SHEET ADDED TO SET: I �,1 _ HAVE A MINIMUM WIDTH MEASURED PERPENDICULAR TO Tri DIRECTION OF TRAVEL EQUAL TO THE WIDTH OF THE ABANDONED MECHANICAL SHEET FOR ARCHITEGTURAL� STAIRS STAIRWAY. WHERE THE STAIRWAY HAS A STRAIGHT RUN THE DEPTH NEED NOT EXCEED 48 INCHES. DOORS OPENING PER ENGINEER LETTER AND STRUCTURAL ONLY. ti /� ONTO A LANDING SHALL NOT REDUCE THE LANDING TO LESS THAN ONE-HALF THE REQUIRED WIDTH. WHEN FULLY OPEN, MECHANICAL ENGINEERING • - \ 10,-2 1/2" - THE DOOR SHALL NOT PROJECT MORE THAN 7 INCHES INTO A LANDING. LETTER WILL BE SUBMITTED /� /� w - r-V 0 \ ADDITIONAL CODE REQUIREMENTS ARE LOCATED ON SHEET ASI THAT 15 INCLUDED WITH THE ORIGINALLY PERMITTED SET K ..,..,_„ >� ALONG WITH THIS DRAWING SHEET NO. A6 .`'t SCALE: 1 / 4" = I' - O"