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' STRUCTURAL JOIST SLOPING '�V1 / ; �� % RESTRUCTURAL 1■ IF 1 / _ CLEAR CEDAR ,..: iill /Ik 6 ©COPYRIGHT 2014 ' ANY UNAUTHORIZED USE OF THESE S1111W/I fie/011■ I�- IM I00 DOCUMENTS IS PROHIBITED WITH. 1■ *' COPPER DRIP EDGEI +„ / 51■ '�� , FLASHING I -/ a OUT THE WRITTEN CONSENT OF: OF BO STEEL 7 - 10 lia i' pal WEEP SCREED �� Ildli / ®' SEMPLE BROWN DESIGN, P.C. ,�� ro I C.4 '� C-4 COPPER DRIP EDGE � __ j� FLASHING �I� COPPER •DRIP EDGE FLASHING VARIES Cpl%� � VARIES II I ►ice_ ' a1 r ' :1111'1-\II`� 0 1I' lo BIFOLD HEAD/WINDOW SILL DETAIL — HEAD DETAIL@ BI-FOLD DO • RS(2)61 HEAD DETAIL @ NORTH PATIO DOOR ENTRY DOOR ROOF DETAIL 13 1 1/2”= 1'-0" 1 0 1 1/2"= 1'-0" 1 1/2"= 1-0" 1 1/2"= 1'-0" Ln >m.c.� 5.8 GENERAL NOTE FOR ALL WINDOW AND DOOR INSTALLATIONS: A3 a , O ��c:' 5.8 CO 3i.- .w- • PROVIDE BACKEROD &SEALANT AT ALL WINDOW CONNECTIONS TO DISSIMILAR MATERIALS � ___ -_ ,_•-,,-, •_ (� • PROVIDE SELF ADHERED FLASHING AT ALL WINDOW/DOOR OPENINGS . !l 8 5/8" Ce CO • PROVIDE COPPER THRU/DRIP FLASHING AT ALL WINDOW SILLS AND HEADS -�•�� 8 5/8" J • PROVIDE J METAL WEEP SCREED AT BASE OF ALL STUCCO WALLS � ��"_ ; Q • PROVIDE WEEP AT BASE OF STONE WALLS ,�>>; _: CO t--- � ilv� _ ` = _ ` ' ��•c2% I SEALANT AND BACKER ROD Cn it `� � w o = �/ TO STEEL 8'-6" - 3" 3" / CONT COPPER SILL FLASHING PRICE ALTERNATE FOR CUSTOM WROUGHT IRON " —-` — %. BACKER ROD & F—i Ct PROVIDE CUSTOM MOCKUP FOR APPROVAL I -j, — SEALANT ,c7_, G ��' \ 2 O C. 11 �� -�I y FLASHING 1 W 7 7/8" RAILING PTD MATT BLACK TYP. �� Y— - I itiM� 2 U' ;I- 3/4"--) _ CONTINUOUS 3/4"X1 1/2"STEEL 1 SEALANT AND _ o ::: LI !O N — \r.' / 1 BACKER ROD I, BAR STOCK TOP RAIL , I�, pe • /ssi O CO -...--- = ON sss — 09 0 CN1 - -;` 0$0- _ - 8'-3"AFF .=�1 0 , �i ;/ SOLID STAINED SMOOTH CLEAR i 1 3/4" /:= N �n� ., ■ ,_ /-' —, Wa�j _ COPPER DRIP EDGE FLASHING J T 2X8 IPE WOOD DRINK RAILCEDARi � � ' ' -` 1111►r �' BLOCKING CD Imw" A;/ -/ �1,- -� REVISION DATE CONTINUOUS STEEL ANGLE DRIP EDGE ' .�\ I -,� F—= Co / 6 FOR 06.16.15 ANCHORED AT NEWELLS ` � i DRIP EDGE I WEEP SCREED I _ � '�1 CONSTRUCTION COPPER FLASHING !i..: BO STEEL T-8" F. ,' FLASHING I UTRIM WOOD AS NECESSARY 7 PR NO 1 03.04.16 STEEL SUPPORT GUSSET FLASHING NI — 1"X1 1/2" STEEL BAR STOCK . .;I NEWELL POST @ 52" O.C. TYP. 1 HEAD DETAIL @BI- FOLD DOORS(4) Q WINDOW HEAD DETAIL ENTRY WINDOW DETAIL ENTRY DOOR HEAD DETAIL 1 1/2"= 1'-0" �+ 1 1/2"= 1'-0" 6 1 1/2"= 1'-0" 1/2" STEEL CUSTOM PROFILE 1 1/2" = 1' 0" ©43/8" O.C. NANA ADA SILL[DOOR TO HAVE WEATHERSTRIPPING/SILL SWEEP] • ,45 17 A601 CONTINUOUS 3/4"X1 1/2" STEEL CONT. STAINLESS GRATE DRAIN 1 110"' BAR STOCK BOTTOM RAIL — — W !rill'-- Ieo CONCRETE FOUNDATION WALL - - U r 1 5.8 QUARZITE FLOOR THICKENED AT DRAINAGE BOARD RE:STRUCTURAL �EDGE- RANDOMN CUT TO BLEND 2 1 4" 1 _ 1 A 1M1-=INTO THINNER STONE / 4 S I I I �� 4 ="�, — THICKSET MORTAR BED — V;,1 F-1 CONCRETE FOUNDATION WALL,- ' .— _I CONTINUOUS 1/2" STEEL I — RE:STRUCTURAL ANGLE w/1/4"STIFFENER©k tf At ■ s—' THICKNESS =� I ° ( - - . EACH POST °" e'�' ae'a°0:°,,, � �� OFF 1 °,-. \ Wr 8 1/2�� 8' 9 'o`1•ii :Mipeon i �V r� aiteliiii — d - d ° — ` 'I / ei e. ---- meg. .. — — .®...' �.oF•> �,iiik, AVCS 1" e . �� .. Am� � m 41/2 1/2"X4 (EMBED) EPDXY gami•'''•?g• I��ne;°;s; <:�,;� 112 vas _ a. - 110 c� M�l ANCHOR @ 6" EACH SIDE OF THICKNESS .. ''" .-- MillIpPrIP" - \ .,,.....>:.>:.:,.: ..e.,,�..,....,,... OF F-1 N N <: d _ ++ HALER THRESHOLD 448s o„d �I N s.•::.a,aitie•,m . -ea;%a@ POST&2-0 O.C. MAX. — - e 1 3/4 de 3 — - - 1 AVGS 1" ---- -- - 1 — o � 0.. � �� " m $ — atd ° ° a e 4 . — F-6 I F-3 F-6 F-3 �� f a 8,163' 9"411k_ �'�` — _ d - ., - - ' °° - ; - • C/ PROVIDE FULL T.O. SLAB CONT SILL PAN FLASHING a I 4 a — I SEALANT AT DOOR = _ =111 • \ �1 . d -°" , - a' - C a:r° , _ - - - ° de, - - " - - - - - - - - - - - - �� THRESHOLD e ° d' e �n r e , 3/8" PLATE W/4 1/2" D BOLTS • — - : — _ THICKSET MORTAR BED �� m G r 1 g'- ° e P. _ d, • . A e e. N \ �I lu N ° SILL GASKET \ e' °' d — — - . CONCRETE SLAB PROJECT 143100 TOP OF [E] BLOCK WALL .-=� e de,. ° RE:STRUCTURAL °: < 4 " CONCRETE SLAB ° e e • ° ° CONCRETE SLAB °• RE:STRUCTURAL NUMBER: 5'-0" CONCRETE SLAB s _de a RE:STRUCTURAL d °...■ PROJECT DATE: February 15, FULL THICKNESS STONE ON [E] _ RE:STRUCTURAL ° -/ I- I ° — - - AMENS 2016 �'� RIGID INSULATION ' -4° ■■.� RIGID INSULATION CMU WALL �`� ° ° RIGID INSULATION- ° d - G RIGID INSULATION - 4 A= ° _' _ G SU ON a ,�■■�i� SHEET TITLE: [E] CMU WALL ADD SPRAY °• e �l: -" ° - _ `, ..a > > � �' � CONCRETE FOUNDATION WALL _ ' CONCRETE FOUNDATION X WATERPROOFING a RE:STRUCTURAL- :• • .•_•- CONCRETE SLAB - . - , _ 1 1/2" CONCRETE FOUNDATION0 ., — L•�•�• WALL EXTERIOR DETAILS ' RE:STRUCTURAL e � � WALL RE:STRUCTURAL A RE:STRUCTURAL 1 1/2" 4" 4'., • SHEET NUMBER: TYPICAL RAILING DETAIL SILL DETAIL @ BI-FOLD DOORS 8 FOOTER DETAIL CENTERED ENTRY DOO - WOOD =ASE DETAIL ENTRY DOOR BASE DETAIL A600 ii,„.... 1 1/2"= 1'-0" 3"= 1'-0' 1 1/2"= 1'-0" 1 1/2"= 1-0" 1 1/2"= 1'-0"