3327 HOYT AVE 2021 Plans 2025-11-04

POST PER PLAN- INSTALL PLUMB 6-INCHES ABOVE l BOTTOM OF HOLE PRIOR TO CONCRETE NOTCHED PT LACEMENT STRINGER PER PLAN n 5 FLASH w/DRIP LINE 0 SECURE TOE PLATE N� 4 POST TO DISCOURAGE NOTCHED PT TO EA. STRINGER w/ �W t N E WATER INTRUSION STRINGER PER PLAN EVEL CONC. ML24Z 0(12) }"xi>]" 3 FLLED HOLE 2x6 PT TOE SIDS SCREWS �,Of PLATE w/ 2x6 PT TOE rN — THD37500H 0 PLATE N ETE EA. STRINGER PER LLED HOLE PLAN PER PLAN 2^ �j O 4 X. 2x2 PICKETS(TYP.) 6. ., 2"TC 18") CUR 18"] 5kz" O (1)#4 BAR MIN. MIN. NOTGHEO PT r nl 6•• EACH WAY STRINGER PER PLAN �,/ N THROUGH 3" FTG PER 3" CUR r O PER POST CUR PLAN FTG PER PLAN U,) Mg (N) GUARD PLAN SECTION VIEW ELEVATION VIEW NOTCHED STRINGER p (E) EGRESS 4 POST EMBEDMENT STRINGER TO FT'G CONN. Q m y WALKWAY v ��m m ^ I J 0 A307 THROUGH BOLT, y a-, N /a NUTS & MALLEABLE IRON O 7" `� e WASHERS I 4x6 _ O 41 3 g (TYP.) �4(TYp•)j 4x6 GUARD POST GUARD rO Ili m 3 a --- NOTCH POST TO •� POST m FIT BEAMS PERIMETER BM. N L tD (TYP-) GRADE 2-LSCZ CLIPS DECKING PER N I (E) STRUCTURE PLAN �,_ - ,.„�; [FRONT CUP 6" o o V d- SHOWN] J"O A307 THROUGH - w BOLT, NUTS & WASHERS z " NOTCH TO FIT r 53/a' 4x6 GUARD POST 4" WASHER & THROUGH NOTCHED O (E) SLOPING GRADE .:� _ ---' A NUT ASSEMBLY[AS '^ 6x12 PT BM. REQUIRED] POST PER v 1 PLAN — / EAM PER PLAN PER PLAN Z — 0. A frltD,,�d STRINGER PER PLANPLAN VIEW SECTION A-Ac��' 6 STRINGER TO DECK CONN. wPOST TO PERIMETER BEAM CONN. m SOUTH EAST DECK - ELEVATION BEAM PER SCALE:•a" 1'-O" 2%" 1Ox10 PT POST PLAN; SPLICE o JOIST PER CENTERED F(TYP.) PER PLAN; LEDGER PER PLAN 2x BLOCKING PLAN OVER POST O 4 54.0 TYP. NOTCH FOR — I I (E) RAPLAN DECKING A FULL BEARING 13" z _ ER PLAN 10x10 PT POST OF BEAM PER PLAN; 8'-2�'a" 12'-10Ya" 12'-10Ya" 2x BLOCKING NOTCH FOR A BEAM PER I 24 0 x ILL DEEP CONC. FILLED HOLE V-� I _`24 _`24 / _ 24 PERIMETER FULL BEARING PLAN; SPLICE 3" I I I I /� x �` x w/EMBED. POST OF BEA CENTERED I• I Q I I I ,� , xV�(Typ, ®P4) jHl ®EA. BM. PER OVER POST 5 s4.0 - 13 I I I I I I I JOIST PLAN (4) J"O A307 � uiI I o I T � ; � THROUGH BOLT, I i I z I - 24 3' i'-5" - 24 __\24 HANGER PER PLAN ENTER BM. PER PLAN NUTS & �' 0 m I I I F I /� 10x10 HF2 PT MALLEABLE IRON PLAN VIEW SECTION A-A `) W N I UP I W I I 1'-3"[VERIFY] i �� EMBED. POST(TYP. NOTE: EGRESS STRUCTURE IS FREESTANDING. DECK TIES NOT SPECIFIED. WASHERS W �] I I I Ix ® i 4" I ® 3 I` IL�I-/ ®(6)LOCATIONS) Z I Z EGRESS JOIST FRAMING 9 MIDDLE POST TO BM.S CONN. U' Q: Q I I (VERIFY] I I I W LuL_ ^ i\\J L---------l `18x18"THK FTG w/ I z �) Q O #4 BARS 0 6" o/c I (E)STRUCTURE zT (2) �"0 A307 BEAM PER - I`3^(�•) r�n (r) � E.W. TOP & BOTTOM I FOUNDATION w THROUGH BOLT, PLAN I 3' BEAM V J Q� w N W NUTS & MALLEABLE PER OZ BEAM PER IRON WASHERS HL73 CLIP PLAN _, m W PLAN - EA. SIDE OF POST/BM. W L SOUTH EAST DECK FOUNDATION PLAN (2) TOTAL; 3" ) w 2 SCALE: _ -0" AL o_�JA CLIP EA. NOTCHED C) L6. POST PER T) "Ox5" LG. PLAN 13'-3" 13'-3" LAG SCREW 7'-8" PLAN VIEW SECTION A-A 4 WARD SPUCE 13 o o a 7 40 1000 HF2 PT — 2-LSC EA. POST(SEE o� &Posr (�P_) EMBED. POST STRINGER (TYP.) SCHEDULE 4'' z 9/54.0 z Hi 0 EA. z LOCATIONS) 1 0 9 co (TYP.) JOIST ) ._ i RI, O r. .n..n.4 4P". f. n..........L.nn ``.�'...� `_ ...... ..nnn.... ..n....",..,. - .np n.\n...."......."...^nnnn,...n...,- '/ Ii 3x12 PT FLAT VE rRE •GER T �0 , .. x12 PT ..".." x �;. / x ®� `4x12 Pi W/TA10Z CDPS EA. BELOW& *'STRAP,, ,*aSTRM'' *DECKING �` DOUBLE 'STRAP, a - BELOW& 1n z F a3 JOIST _ x 2-2x6 ABOVEc I M 2x4 RAIL SECUREDr@1 n END(TYP.) ` �2-2x6 ABOVE _ H1 0 EA AST ',w I 3 0�I[ o tom` a _ _ _ sx PT * Z I TO GUARD POST 70N�gyo m .n•u.un"..n...m. unnn.....nn...".".n..3mrr:."...w.....n.u.• .m..m•. w.�i...n.m.".......".i" "..A.•^....... }► 1 ,` `` TREAD PER o TI _ PICKETS NOT w/LS30 CLIPS U \\�j-----PLA�wER SDW522400DBADJB•o ...�..•n.. 2x RIMBOARD OP '�_ *aS1R� � � �' � PLAN w/ a I o o SHOWN 4x6 PT GUARD POST MAR 01,2022 4 4 P STRI GER� •i / ® [c LTAGGERJ �______ � - TAZ _ /T LUS26 .. .......... .... ----------------------- o CUPS o N 2x4 BOTTOM RAIL M 7R.OIE& ,t:- �, .�°.�..�. -. -_. �� - a � PER P SECURED T THE LAN0w TAZ CLIPS OUBLE JOIST 2x4 GUARD POST SECURED T0 �. DAMAGED RIMJOIST;SHEATHING;&WALL ASSEMBLY(BY OTHERS] GUARD POST w/ - — ADJ.(E)FULL HEIGHT 2-2x4 STUD LS30 CLIPS (TYP.) n Drawn By:JIB PACK w/SDWS22400DB 0 6"o/c (E)STRUCTURE (H)EGRE ALLWAYS v SDWS19600 STRINGER Checked By:CCC (TYp•) PER PLAN Date.:02-28-2022 GUARD POST SCHEDULE co 62ij3" 2" — NC ARIO GUARD POST SIZE ;i F SDW5196DD DTT2Z TIE — F F 4x10 PT BLOCKING, (Typ,) CENTERED ON (2) GUARD POSTS ®A 4x8 / FDA JOB NO. w 4x10 PT DTT2Z TIE CENTERED ON SECURE ®ENDS w DTT2Z TIE CENTERED POST w/ )438A SINGLE 10x10 POST BLOCKING; GUARD POST w/ }"0 (2) 16d TOENAILS I ON GUARD POST& BEAM PPAN A307 THROUGH C(1)GUARD POST **2x DIAGONAL PT *FRAME OVER 2x6 LANDING JOISTS w JO CENTERED ON SINGLE 4x6 / SECURE ®ENDS TREAD w/}"0 A307 BOLT w/NUTS & y 10x10 POST BLOCKING BETWEEN EA. 2x6 PT THK DECKING SPANNING OVER A307 THROUGH BOLT _ JOIST&CS16 CONT. STRAP; w THROUGH BOLT w/ MALLEABLE IRON C POST CENTERED ON BEAM 4x6 RUN FROM POST TO POST MIN.(3) JOISTS. MAINTAIN " MAX- GAP /(2) 16d w/NUTS & MALLEABLE NUTS & MALLEABLE WASHERS (TYP.) STI`;UCTURAL POST ON STRINGER 4x6 BETWEENDECKING PLANKS. TOENAILS IRON WASHERS (TYP.) IRON WASHERS - I. POST CONN. TO BUILDING 2x4 SECTION A-A - NOTE5/ 3 SOUTH EAST DECK — FRAMING PLAN ,1GUARD POST & STRINGER CONN. 121NTER. GUARD POST CONN. DETAILS v SCALE: r'—D" U REV EW�D FOR PERMIT 5-4-0