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HomeMy WebLinkAbout97 Pheasant Cove Cir planWWW.CAPEARCH ITECTS.COM UUMULIING..STRUCTRURAL EI GINEER Consuitina StCucturai Enaineer.: Inc. LAV'UKI K tZ) I U t: IN U t: IT i .. � � OF o�ncvaG� �nR f3�1tD,P1C AtJD ZNIN DE WWW.CAPEARCH ITECTS.COM UUMULIING..STRUCTRURAL EI GINEER Consuitina StCucturai Enaineer.: Inc. ABBREVIATIONS Sheet Number ,Sheet Name I SYMBOLS AB. ANCHOR BOLT HGT HEIGHT AO.00' DRAWINGS HEDULE&ABBREVIATIONS A.F.F. ABOVE FINISH FLOOR H.M. HOLLOW METAL EXISTING AND PROPOSED CONDITIONS NORTH ARROW ACT. ACOUSTICAL TILE INSUL. INSULATION AO.2 EXISTING SECOND FLOOR & ROOF PLANS A0.3 EXISTING BUILDING ELEVATIONS AO.4 SECTION INDICATOR ALUM ALUMINUM INT. INTERIOR DEMOLITION PLANS, LEGEND & NOTES LETTER IN TOP HALF OF CIRCLE ANDD ANODIZED JT. JOINT A1:0 2 INDICATES THE SPECIFIC SECTION: @ AT BSMT LAG. LAG BOLT A1.2 ao.1 THE NUMBER AND LETTER IN THE BASEMENT LAM. LAMINATE AIA BOTTOM HALF INDICATES THE DWG. BIT BITUMINOUS LAV. LAVATORY A2.2 No. WHICH THE SECTION APPEARS BLK BLOCK L. LENGTH A4.1 EXTERIOR WALLS SECTION DETAILS BLKG BLOCKING MFR, MANUFACTURER A7.0 INTERIOR ELEVATIONS BOTT BOTTOM M.O. MASONRY OPENING A7.2 INTERIOR ELEVATIONS B.O.WBOTTOM OF WALL MAX. MAXIMUM A9.1 Level LEVEL BM BEAM MECH. MECHANICAL 6 -STRUCTURAL Elevation ELEVATION BLDG BUILDING MIN. MINIMUM FOUNDATION PLAN &DETAILS S2,1 CPT CARPET MTD. MOUNTED SECOND FLOOR FRAMING PLAN & DETAILS ? INTERIOR ELEVATION NUMBERS CSMT CASEMENT NO, NUMBER ROOF FRAMING PLAN & DETAILS INDICATE ELEVATION NUMBER & CK CAULK(ING) NOM. NOMINAL ? LETTER INDICATES THE DRAWING SLG CEILING N.I.C. NOT IN CONTRACT II WHERE THE ELEVATIONS ARE CLOS CLOSET N.T.S. NOT TO SCALE LOCATED COL COLUMN O.C. ON CENTER I ? CONC, CONCRETE OH. OVERHEAD I ' r I ELEVATION TAG CMU CONCRETE MASONRY UNIT OPNG. OPENING ONST CONSTRUCTION PNT. PAINT ROOM TAG CONT CONTINUOUS PTD. PAINTED Eil CJ CONTROL/CONSTR. JOINT PART. PARTITION CTSK COUNTERSUNKPL PLATE DOOR TAG WET DETAIL PLAS. PLASTER ? WINDOW TAG .:DIA DIAMETER P.LAM. PLASTIC LAMINATE L DIM DIMENSION PLYWD PLYWOOD 0 WALL TYPE DR DOOR P.T. PRESSURE TREATED DH DOUBLEHUNG Q.T. QUARRYTILE DWG(S) DRAWING(S) REQ'D REQUIRED ' ; ? ° PROPERTY LINE TAG DF DRINKING FOUNTAIN REF. REFIGERATOR DW DISHWASHER REV: REVISIONS PROPERTY TAG / ACRES ELEC ELECTRICAL) R. RISER ? EL. ELEVATION R.D. ROOF DRAIN ELEV. ELEVATOR RM ROOM a a EMER. EMERGENCY R.O. ROUGH OPENING 4 ,'" CONCRETE EQ. EQUAL SECT. SECTION a EXIST EXISTING OR EX. i SCHED. SCHEDULE %f BRICK E.J. EXPANSION JOINT SPEC. SPECIFICATIONS EXP, EXPOSED STD. STANDARD EXT. EXTERIOR S&P SHELF&POLE CONCRETE BLOCK IN. FINISHED STL. STEEL F.A. FIRE ALARM I SUSP. SUSPENDED 1 - " PLYWOOD F,B.O, FURNISHED BY OWNER THK. THICK F.E. FIRE EXTINGUISHER T&B. TOP&BOTTOM D. FLOOR DRAIN T&G TONGUE&GROOVE GYPSUM WALL ISL. FLOOR(ING) T.O.F. TOP OF FOUNDATION BOARD FLUOR. FLUORESCENT T.O.S. TOP OF SLAB FT. FOOT T.O.SH. TOP OF SHELVE ROUGH LUMBER FTG. FOOTING T,O.W. TOP OF WALL FND. FOUNDATION T. TREAD FURR. FURRED(ING) TYP, TYPICAL -- FINISH LUMBER GAS GAS I UNFIN. UNFINISHED GALV.GALVANIZEDV.I.F. VERIFY IN G.C: GENERAL CONTRACTOR VIN. VINYL - r RIGID INSULATION GL. GLASS [GLAZING VCT. VINYL COMPOSITION TILE GR. GRADING VWC. VINYL WALL COVERING _ SOUND INSULATION GWB. GYPSUM BOARD WC. WATER CLOSET DBD HARDBOARD W. WIDE/WIDTH DWD. HARDWOOD W/ WITH EARTH HVAC, HEATING, VENTILATING, & W/O WITHOUT = I I= C 4 _ AIR CONDITIONING W.W.M, WELDED WIRE MESH DWR. HARDWARE WD. WOOD Gravel ' COMPACTED FILL DRAWING SCHEDULE Sheet Number ,Sheet Name I 1 -DATA AO.0 ICOVERSHE T AO.00' DRAWINGS HEDULE&ABBREVIATIONS 2 -CIVIL 1 OF 1 EXISTING AND PROPOSED CONDITIONS 3 -EXISTING A0.1 EXISTING CRAWL SPACE& FIRST FLOOR PLANS. AO.2 EXISTING SECOND FLOOR & ROOF PLANS A0.3 EXISTING BUILDING ELEVATIONS AO.4 EXISTING BUILDING SECTIONS 4 -DEMOLITION D1.0 DEMOLITION PLANS, LEGEND & NOTES D2.0 DEMOLITION ELEVATIONS 5 -PROPOSED A1:0 PROPOSED CRAW SPACE FLOOR PLAN AM PROPOSED FIRST FLOOR PLAN A1.2 PROPOSED SECOND FLOOR PLAN A1.3 PROPOSED ROOF PLAN AIA PROPOSED REFLECTED CEILING PLANS A2.1 PROPOSED ELEVATIONS A2.2 PROPOSED ELEVATIONS A3.1 PROPOSED BUILDING SECTIONS A4.1 EXTERIOR WALLS SECTION DETAILS A5.1 ARCHITECTURAL DETAILS A7.0 INTERIOR ELEVATIONS A7.1 INTERIOR ELEVATIONS A7.2 INTERIOR ELEVATIONS A7.3 INTERIOR ELEVATIONS A9.1 ROOM FINISH SCHEDULE, DOOR SCHEDULE & DOOR DETAILS A9.2 WINDOW SCHEDULE & WINDOW DETAILS 6 -STRUCTURAL SO.1 STRUCTURAL GENERAL NOTES &ABBREVIATIONS S1.0 FOUNDATION PLAN &DETAILS S2,1 FIRST FLOOR FRAMING PLAN & DETAILS S2.2 SECOND FLOOR FRAMING PLAN & DETAILS S2.3 CEILING FRAMING PLAN & DETAILS S2.4 ROOF FRAMING PLAN & DETAILS m C v LU 1-- C) m C A010U Catalyst Architecture / interiors, Inc, All rights reserved, The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent, c I � o N I ; r I ' i o I II I I I I II I ' r I I II A010U Catalyst Architecture / interiors, Inc, All rights reserved, The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent, A 0 v c 0 m c o a N P a U �' c '.. c � � _ v P N y - N O N N Q a — EXISTING CONCRETESLAB- EXISTING 2" CONCRETE SLAB f �- 4 d Crawl Slaace r I -- Crawl S�aace TTI �I _I I ILI 1 -6 1 H-1 I I F EXISTING CONCRFTF FOOTING FXISTING CONCRFTF FOOTING aws 0 �r ? �:. . - BATH L-----) tliftN r� II \HEN L�1L KCMG v ( _) 6 N C r, - sf r a UN '� _ N H w M _ - _ -r - P N Y I - o ao N v f ,,-• '- r i ' a a _ . • , , _ . ` ' � . • GARAGE DOOR10 1 r Rr T- - i 131-bI( J-4 - cr' C/i fi o rAIMom 77= 0 U 6 N C a N M U P N Y N � b a a 50'-0.. �� u _ �� _ _ 12 20 - S . I m c Q 50'-0.. �� u _ �� _ _ 12 20 - S - 1 2 15 3 I E - 11 7-0 20 70 .. I I. i i ID 4-1 ''. 2,� N 00IZI I N C7 W OU I W N M I 0 i I I O tC3 u S O N I Li I I II_ I I ; ; I I I i 1 A B FULL COVER ICE & C D T IEL� WA ER SH I A3,1 A3.1 A3 A3.1 I A3,1 A3.1 .1 I I t t i i FULL COVER ICE & AWUL t Iuj I t t ,. t t t I w WATER SHIELD I � rL Lu I - , R' - 0 -- uj UJw N - _ - I & cs 'V' N L! T OF !CE — MI I - ---- — 1 ' M ' - - - _ - - W T R SHIELD - - - A E ( � t-• i� V _ , 4 I • , : F LL ODER E d O ui WATER SHIELD�� ' : .n : , • .c ce c� I 5/ f�. i, Q x-.11 - W Y r -I•. / r� / y f - N r.� COVER E -FULL - l� f - �I y .. - f� „ „ HIELD - — — — ,WATERS ---- a - >�. GI' 1.1' - - I I - i' I .t p I„ r r , Ii c' 1 4 II - I - 1; OJ - I 1 I r": N L N r ' � N - 1 1 - , - I i r I Gr. • r i - i tl' I 1 � II � } I fi I - - 9 �12 I I; I r 'N' d J - - A 7, �i I ;I H I I i AOWA ui r SIF 1 I - - I I 1 I I I I, ti I: I - j - I, - � r � I I , I �I I `I 9. 1. II � r _ =.11, r� l: i I h VIII - I I _1. l I ,rrl I II U I I•i ,4 L - JJ ,1 - I I I,I , n'. ` r f 7 I s i h - i I L: I. r I. I c. "FULL E CE LIMIT & a I L MI 2� / %/ II \ •7 WATERR SHIELD `WATE I SH1El D \ / 4 - � I _ y , • ri - s 'I - �' s�. y- �.------------------- T E: \TI L r I --- _ , ,1 • -r --_ - - E I P�t�POS - - - - - ALUMINUM GUTTER C FASCIA TYP: ON PV ROOF PLAN LFULL COVER ICE & — WATER SHIELD I F PLA ATE ISSUE I 1 PWX OSED ROOF � 1Oil 09 15.2022 REVISIONS. Date I No. Description I 1 I I I 2. ALL SMOKE DETECTORS SHALL BE LOCATED AND INSTALLED PER TOWN OR FIRE Q _DEPTPARTMENT REQUIREMENTS, REVIEW ALL LOCATIONS PRIOR T INSTALLATION. Q II- 3. SMOKE DETECTOR LOCATIONS SHALL CONFORM TO THE FOLLOWING: W A. IMMEDIATE VICINITY OF BEDROOMS (WITHIN 20' OF ROOM DOORWAY} O B. IN ALL BEDROOMS r) I C. ON EACH STORY INCLUDING BASEMENTS AND CELLARS BUT NOT CRAWL SPACES AND UNINHABITABLE TT IN BITABLE A ICSW r%--. RECESSED EXTERIOR RECESSED EXTERIOR ! D. ONE FOR EACH 1200 SF OF LIVING SPACE OR PART THEREOFQ I DUPLEX RECEPTACLE-----\_. _-_ „r —_ ` . __-- DUPLEX RECEPTACLE E. NEAR BASE OF ALL STAIRS WHERE SUCH STAIRS LEAD TO ANOTHER OCCUPIED FLOOR 4. SMOKE DETECTORS MOUNTED ON WALLS SHALL BE NO MORE THAN 12 BUT NO LESS THAN 4 �: --r - --- FROM CEILING OR ADJOINING WALL 5. SMOKE DETECTORS MOUNTED ON A CEILING SHALL NOT BE CLOSER THAN 4" FROM WALL. 41 11 i I „,I 24 -36 FROM WALL IS RECOMMENDED LOW LEVEL WALL MOUNTED „ - - -- — —— _a �— -�� _ :—__, ; -- I \ ���. r _ - � ',- �l — �_ ,, " r - - �\ 6. SMOKE DETECTORS SHALL NOT BE MOUNTED CLOSER THAN 36 FROM PADDLE FANS LIGHTING IN SHOWER �, A r;T�i � i � � (I �i MEASURED FROM TIP OF BLADE SUPPLY VENT FOR HVAC UNITS MEASURED FROM EDGE OF TITLE. GRILLE AND BATHROOM DOORS , �z-r, — — o — — — — D — D — { 7. SMOKE DETECTORS SHALL NOT BE LOCATED IN DEAD AIR SPACES SHALL BE MOUNTED --=-�—�----------- — , BAT # 1 --'— t —= ,�; , { - 1- PROPOSED SLOPE OF PEAKED CEILINGS WITHIN THREE 3 FEETOF HIGHEST POINT NOT ON SIDEWALL, IF RECESSED EXTERIOR CEILING AT PEAK IS FLAT DETECTOR SHALL BE MOUNTED ON THIS SURFACE. REFER TONFPA QUAD RECEPTACLE REFLECTED MECH. Q FOR MORE INFORMATION. — \ _ v LIVING ROOM ` 8. INSTALLATION OF LISTED 120 VOLT OR LOW VOLTAGE CARBON MONOXIDE DETECTORS _—KLTC�i�t�1/_DIN1N�_AREB r _ \ 2 I A. ON EACH STORY OF A DWELLING UNIT INCLUDING BASEMENTS AND CELLARS, CEILIt�IO PLA�JS -- BEDROOM #'l 1 i � I t11 � 0 ---I--u� i n — — — — - — — — — — — — + — i B. ON LEVELS \TH BEDROOMS CARBON MONOXIDE ALARMS SHALL BE PLACED OUTSIDE I—; OF BEDROOM WITHIN TEN (10) FT. OF BEDROOMS. C. ALL ALARM SOUNDING APPLIANCES SHALL HAVE A MINIMUM RATING OF 85DBA AT TEN (10) FEET. i D. INTERCONNECTION IS REQUIRED. DATE ISSUED: r 9. COUNTER TOP OUTLETS TO BE MOUNTED AT 44". 09. 15.2022 I ': in A -r VIT(" l IF -N I IC`nl A-rr- A not 1 A N tnr- ni tTl-r--rC' rrnrinn rnt IN ITr-nTfln nl 1 -FI t--rcl - ul<Awrtvk--7 INU.; li I i AN4m IVA I It y d c I I I PROPOSED FIRST, FLOOR REFLECTED CEILING PLAN o N $ © CataW Architecture 1 Interiors, Inc. All rights reserved. o The CopVVhts to of designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this a ¢ moterlai Is permitted vAthout expressed written consent. I 121 4-J NATURAL. WHITE CEDAR SHINGLES 12„ SIDING, 5" EXP. TO WEATHER TYP. 1X6 PVC CORNER BOARD,PAINTED TYP, 1 Q , x 2 PVC HISJOHICAL SILL W/ 1X4 PVC,SUB SILL, TYP, 5/4x6 MAHOGANY DECK - y J --o `^ DEW & TREADS TO GRA / CSL 5/4x6 MAHOGANY DECK PAINTED PVC RISERS LU O & TREADS TO GRADE W/ PAINTED PVC RISERS — 1st Flr i s U 15 -3 cf) i 21 \\ 1 2nd Fir 23'-911 \\ r PVC PERGO SYSTEM PA TOP PLATE \.a IL 4 ,�\�\ „ r r 22 -11 TYPICAL SECOND i MBLY LOOR AS4 F k I OW OPENING WIND BATH # 1 BATH # I N TYPICAL FIRST FLOOR $ GALLERY 5x5 PVC V 8 g _ POST, PAIN'. X IOR WALL ASSEMBLY I, STAIR O E TER A � I °° 5 4x6 MAHC 10 & 0 { 1 EXISTING 2�d TREADS T FLOOR FRA ING 1 st Fir, \ 2 \ `\ a CLOSED CELL SPRAY 13'-2' FOAM I INSULATION. d — a tr - -- = 'd -4 --- r - 6— rr 1 � III-1=I 1fI- a, FL{WAB LEfFILL-----"—. , d ° < — :—�1II S—TI NGICONCRETE I I EXISTING CONCRETE SLAB FOUNDATION WAL —Crawl S ace— - I =I E (STING CONCRETE��—— I — { _ v FOOTING I=I j o U PROPOSED BUILDING SECTION A c A 1/4" = 1'-0" I, � I c a° a, P. 8 Y III III SLEEPING NOCK 0 (R-21) MIN. INSULATION. Jt�..,1 UIV� 21 2g I 23 TYPICAL SECOND D \; ;. s 0 , 1/2" INTERIOR GWB. ON VAPOR BARRIER PAINTED. �, EXTERIOR � FLOOR.\\ ,G 9�-b a 2, , 2nd Fir / WALL ASSEMBLY \ � 23#-911 LLU >< ,, \, TOP PLATE i 22'-11 r { i I I ' DATE ISSUED:LT#'ICAL SECOND TYPICAL SECOND FLOR ASSEMBLY FLOOR ASSEMBLY 09 15. 2022 : REVISIONS; INTERIOR WALL BE ROOM # 1 = KIT EN t DINING A A 4x4 _^ LIVING ROOM ASSEMBLY , I TYPICAL FIRST FLOOR NO. D@ C 1 n at 4 ,,, GALLERY BEDRO WINDOW 0 ', OM # 2 � A 2 SG 1pt O D@ OPEN NG ® a 0 EXTERIOR WALL ASSEMBLY i Q ECKA E 1 ( z I EXISTING x10 EXITING 2x10TYPICAL FIRST FLOOR FLOOR FRAMING FLO R FRAMING EXTERIOR WALL 1st Fir ASSEMILY 151-31' FLOOD VENT CL SED CELL SPRAY PER PLANS 13'-2 CLOSED CELL SPRAY 13 2 ) SFO M INSULATION e =11 — sa FOAM INSULATION I I' I^ 1 . - _ a - —_ FLOWA BLEFILL ALEXISTING COCRETE XISTfNG CONCRETE E FI L WALL WALL B- FOUNDATIONG CONCRET LAEXISTING CONCRETE SLAB d•�-EXISTIN- a a, d - a - IC—r---aw l S ace CONCRETE 10'-6STING CO CTREEEX FOOTING OTING rr I I t-1 I II t I -Iii -i I i-1 I I1 I I-1 I I -III -III - r DRAWING NO,: : PROPOSED BUILDING SECTION "B" n PROPOSED BUILDING SECTION "C" B" = i rr V re = �— " 1 /4 1-0 1 /4 1 0 Aol O Catalyst Architecture / Interiors, Inc, All rights reserved, The Copyrights to all designs and drawings are the properly Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed wri ten consent, s vvuvuvvv vrtvlfvv � W. i i NOTE: NOCK SLEEPING T.O.F. _ TOP OF FOOTING. 2 = 3 - FLOOR SECOND ND FL PIAL E0 TY C – 19 — — — _ B.O.F. BOTTOM OF FOOTING. EXTERIOR W LL ASSEMBLY ' • T.O.W.. TOP OF WALL; PLAY ROOM TYPICAL ROOF • T.O.S H = TOP OF SHELF. ,1140 TYPICAL FLOOR : �, W P 21 ASSEMBLY T.O.S.. TOPOF SLAB , EXTERIOR WALL ASSEMBLY A CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE W & COORDINATE W ARCHITECTS & OWNER PRIOR TO — - — — i - - _ 3 CONSTRUCTION. TYPICAL SECOND FLOOR i EXTERIOR WALL ASSEMBLY CONTRACTOR TO VERIFY ALL BEARING LINES ARE BEDROOM # 3 ,f PROPERLYTRANSFERRED TO � CONTINUOUS & , 24: A> 1l2 GWB. CEILING ON 1x3 FOU ,I w �i 'O.C., ., 2x NAILER PLATE 'I STRAPPING @ 16 0 .A, �4 2x NAILER PLATE \ , = ,�.. I MIN. E- . ::�> ALL LUMBER USED SHALL BE SPF 0 W TH 2x NAILER PLATE 2x NAILER PLATE . ,, , , ,. � � ,, , , . I � 1 �� , " . < , , <, PER STR. DWG.'S � �, I PER STR. DWG.'S , AW� . ,. EXTEND \� ,�,: Q PER STR.DWG.S ��`�": SUB ,.. , PER STR.DWG S I , 7.4E6 _ DFORNAILING , =<. TO TOP OF RIM BOAR \. 2x10 RIM BOARD ,, , ,,. _ — _ _ __ _ -, : 2x10RiM BOARD ,, � �. 2x10 RIM BOARD 2nd Flr w, v 2x10 RIM aoARQ „ 2nd Flr _ �. TYPICAL ROOFCONSTRUCTION " ,v.. ARCHITECTURAL ALT ROOF SHINGLES -ON ES , ,+. , 4, >LAYMEN UNDER T. -0" 0n WIDE ICE & WATER SH L IME ER�1PLA -17 22'-1 1 i ,ICAC S ECOND & PER ROOF PLAN. LjQ TYPICAL SECOND FL 0R ASSEMBLY TYPICAL EAVE BOX 5 8 THICK APA RATED WOOD STRUCTURAL PANEL TYPICAL EAVE BOX TYPICAL SECONLD TYPICAL EAVE BOX / TYPICAL E VE BOX FLOOR ASSEMBLY IL FIRST FLOOR I FIRST FLOOR FLOOR ASSEMBLY DETAIL FIRST FLOOR DETA @ ROOF FRAMING PER STRUCTURAL DRAWINGS, TYPICAL SECOND DETAIL @ @ DE TAIL@ FIRST FLOOR R-49 MIN, FOAM INSULATION@ RAFTER BAYS. �- FLOOR ASSEMBLY C — - - — — CONTINUOUS SHINGLES RIDGE C j ALUMINUM DRIP EDGE: cn O� ALUMINUM GUTTER & DOWNSPOUTS. ;�- & SOFFIT PAINTED. ' 1x PVC FASCIA � BY I � ,H2.5A SIMPSON HURRICANE CUPS AS REQ.'D :, .. BUILDING CODE A STATE M SS WINDOW OPENING 1 EMBL Y 00 TYPICAL SECONDFLOOR�CEILINGASS _ BATH # s FLOOR FINISH PER ROOM FINISH SCHEDULE KITCHEN !DINING AREA � � W;, �I -r; it ,� - 9 3 4 T&G GLUED & SCREWED PLYWOOD FLOOR TITLE: O BEDROOM # 1 ' BEDROOM # 2 OPENING ' 4 WINDOW SHEATHING 0 EXTERIOR , FLOOR FRAMING PER STRUCTURAL PLANS EXTEI�IC�I� WINDOW OPENING / SOUND INSULATION@CAVITIES II @ 6 O.C. WALLS _ 7X3 STRAPPING 12 G WB . PAINTED ON TYPICAL FIRST FLOOR ; EXTERIOR WALL ASSEMBLY TYPICAL FIRSTFLOORASSEMBLY SECTION ;� FLOOR PER ROOM FINISH SCHEDULE T GLUED & SCREWED PLYWOOD FLOOR DETAILS • 34 &G I / ;i TYPICAL FIRST FLOOR SHEATHING I ASSEMBLY TYPICAL FIRST FLOOR i EXTERIOR WALLW l' FLOOR FRAMING PER STRUCTURAL PLANS EXTERIOR WALL 0 TYPICAL FIRST FLOOR W ASSEMBLY EXISTING zxso (R-30) MIN, CLOSED CELL FOAM INSULATION @ EXTERIOR WALL EXISTING 2x10W FLOOR FRAMING PER STR. EXISTING 2x10 DATE ISSUED: W FLOOR FRAMING CAVITIES ASSEMBLY lNG FLOOR FRAMING ;� t Fir 09. 15 2022 G.S OVER P.T. SLEEPERS FLooR FRAM 1st Fir 1 s _ QW r\, \ \. n 16-311, REV NEWSXTER/OR WALL. R. crl tion . EALA o Des ON N . CONTINUOUS SILL O x6 0 2x6 C0 (2)- 2x6 TOP PLATE- , � - EXISTING CLOSED CELL SPRAY CLOSED CELL SPRAY - INFILLE 2X6 WALL STUD @ 76 Of FLOOD VENT PER CLOSED CELL SPRAY FOAM INSULATION _ WALL FOAM INSULATION PANEL .< coNRETE L _.....: „#•, LILt, TI., _.....�...,,',......7/76 THICK APA RATED WOOD STRUCTURAL it I EXTERIOR WALL ABOVE ROOF 0 ICE &WATER SH E LO SHINGLES ON TIE PER STR. DWG.'S TYPICAL ROOF ASSEMBLY \ ASPHALT ROOF SHINGLES \ ON ICE &WATER SHIELD \ \ I — l.` \, . BLOCKING AS REQUIRED �\ \\ \ \\ FILL VOIDS W/FOAM `\ \ \ \\ INSULATION (R-49) MINI \'. TYPICAL EAVE BOX DETAIL `\<`\ \�\ \, ` ROOF FRAMING PER ° \\ \ \\ STRUCTURAL DRAWINGS @SECOND FLOOR �\ `\ I `� \\ \ �` I \\ \\ { (CONTINUOUS ALUM, ISI \\\ `.. \ DRIP EDGE ALUM. GITTER ON 1x8 PVC \ \ \\ \\ \\ \\ \\ \\ `\\ \\ \\ \\ \\ •\ FASCIA, PAINTED TYP. 1/2 GWB. CEILING ON 10 S,-- - \ \ I STRAPPING @ 16" O.C. HURRICANE TIE PER STR. DWG: S _ v; NATURAL WHITE CEDAR SHINGLES ` ,- `, :: ° . '. <- , ' _�_ - ' • .: . :. . ... ... . . -- - SIDING, 5 EXP. TO WEATHER TYP. II -- — TYPICAL SECOND FLOOR DECK ASSEMBLY: WEATHER BARRIER LAP OVER FLASHING BELOW \` \ lx8 PVC SOFFIT, PAINTED TYP. ROOM FINISH SCHEDULE `- \\ \ I EXT \ CONTINUOUS I - STR. DWG'S TYPICAL SECOND FLOOR 3/40"0 &GIGLUED &SCREWED PLYWOOD FLOOR SHEATHING � \ ` ` EXTERIOR WALL SHEATHING PER � BEADS OF (R -21j MIN. INSULATION CAVITIES EXTERIOR WALL ASSEMBLY FLOOR FRAMING PER STRUCTURAL PLANS \\ CONSTRUCTION ADHESIVE - SOUND INSULATION @ CAVITIES \ \ \ I = 2x6 WALL STUD @ 16 O.C. 112" GWB. PRINTED ON 1X3 STRAPPING @ 16" O.C. \ \ EX. (2) 2x4 TOP PLATE lx8 PVC TRIM SAND, PAINTED TYP. ON 1/2" PLYWOOD SPACER - LEDGER BOARD PER STR. DWG.'S \'\ 1/2" GWB. ON VAPOR BARRIER, ER , NATURAL WHITE CEDAR SHINGLES FINISH ROOM FINiSHSCHEDULE—.-1J2 GB.ONVAP VAPOR I \ SIDING,5 EXP. TO WEATHER TYP. ` \ - SCHEDULE \ -- FINISH - PER ROOM FINISH - _\\; \\ WEATHER BARRIER LAP I __ - N. STRUCTURAL TIE PER STR. DWG.'S ; : , � OVER GASKET BELOW -= - o _ I ' \ �, Ex. EXTERIOR WALL SHEATHING � TYPICAL ROOF &CEILING ASSEMBLY DETAIL WALL BASE o WALL BASE \ \ rr -- ROOF FRAMING PER STR. \ I 1 112 - 1-0 TYPICAL � ° -- � � i CAULKING, TYPICAL \ \ (R-21) MIN. INSULATION @CAVITIES. CAULKING,DWG. S \ ° -- - \ UD@16"O.C. , `\ `\ ' NOTE. FLOOR FINISH PER ROOM � EX. 2x4 WALL ST i FLOOR FINISH PER ROOM ° Lid --- ---- `\ ROOF SHINGLES ON ICE &WATER SHIELD . � . FINISH SCHEDULE N H = W FINISH SCHEDULE. T.O.F. TO P OF FOOT( N G. B.O.F. EXISTING PLYWOOD DECK BOTTOM OF FOOTING, 3/4 DECKINK 2x6 SILL EX. 2x4 SILL S�•� TYPICAL ROOF ASSEMBLY T.O.W. - TOP OF WALL. ti✓ (N TOP OF SHELF. ' \ \ \ \ : OCKING AS RE UIREb - \ I .. \ T.O.S. - TSP OF SLAB U , CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE \ \ \ \ \ \ \ \ \ BAD \-`� &COORDINATE W ARCHITECTS OWNER PRIOR TO LU LLJ \ \ \ \ \ \ \ \ \ � EX. BOARD \ '.\ \\<,\ >��\ / \ � f . \ ` ` , \ , \. , ;. `. CONSTRUCTION. \ \ \ \ \ \ LIZ \\ \ \ \ \ , \ AL MINUM DRIP EDGE. A BEARING LINES ARE \ \� CONTRACTOR TO VERIFY ALL . \ \ .�.�\\\ ... ALUMINUM.Cd \. \ \ CONTINUOUS &PROPERLY TRANSFERRED TO ( 1 \ \ \ \'. GUTTER, TY .. G E P. N. LO ED \ \; PROPOSED R 30 M1 C \LJLJ ( I a. •.. FOUNDATION. � CELL FOAM INSULATION \ VE BOX a ° - R-49 MIN, FOAM TYPICAL EA CAL SECOND FLOOR DECK ASSEMBLY: ( l \ � =. - <- - = ':. \�,\ ' ALL LUMBER. USED SHALL BE SPF N0: 2 WITH MIN. E- TYPICAL N. . - . T . DWG'S O \ ANCHOR BOLT PERS R DETAIL FIRST FLOOR SCHEDULE INSULATION v v @, . y ~' < r s FLOOR FINISH PER ROOM FINISH y EX: 2X10 FLOOR FRAMING 1 AE6 ® [) __._ 3 4Ar „ T&G GLUED &SCREWED P LY WOOD FLOOR SHEATHING - v\ ._ —GRIAIDI—_—E FLOOR FRAMING PER STRUCTURAL PLANS ' fir. 1/2 GWB. C EILING ON 10 \\y\y \ \. \v -1x8 PVC FASCIA TYPICAL ROOFCONSTRUCTION SOUND INSULATION CAVITIES TYPICAL EXTERIOR WALL STRAPPING \\\ JTYP., PAINTED ' I --•J1/2 GWB PAINTED ON 1X3 STRAPPING 16 O.C.ASSEMBLY @FIRST FLOOR EXISTING FOUNDATION WALL ARCHITECTURAL ASPHALTR00F _ HURRICANE TIE PER STbWG. S 1x8 PVC SOFFITP., PAINTED GRACE ROOF UNDERLAYMENT.—I) - r 3.0 WIDE ICE & WATER SHIELD @ROOF PERIMETER lx4 PVC TRIM, PAINTED ON `N.\ 1/2 PLYWOOD SPACER & PER ROOF PLAN. Cl Uj 0, 5/8 THICK APA RATED WOOD STRUCTURAL PANEL \ SECOND FLOOR ` „ " \ --TYPICAL ROOF FRAMING PER STRUCTURAL DRAWINGS. " TYPE C TYPICAL EXTERIOR WALL \ TYPE D TYPICAL EXTERIOR WALL ASSEMBLY EXTERIOR WALL ASSEMBLY C (R-49) MIN. FOAM INSULATION @ RAFTER BAYS. R FIRST FLOOR P SECOND FLOOR CONTINUOUS SHINGLES RIDGE CAP, ALUMINUM DRIP EDGE: TYPICAL EAVE BOX DETAIL @ SECOND FLOOR TYPICAL EXTERIOR WALL ASSEMBLY ALUMINUM GUTTER &DOWNSPOUTS: r' = I 1x PVC FASCIA & SOFFIT PAINTED. . 1 1/2 1 0 • H2.5A SIMPSON HURRICANE CLIPS AS REQ.'D BY MASS STATE BUILDING CODE TITLE: TYP/CAL SECOND FLODR CEILINGASSEMBLY ARCHITECTURAL :,... FLOOR FINISH PER ROOM FINISH SCHEDULE \ \ ' 3 4I' T&G GLUED &SCREWEDPLYW PLYWOOD ORDETAILS LS \ \\ \� .. TYPICAL SECOND FLOOR II `\ ROOF SHINGLES ON ICE SHEATHIN%-, _ EXTERIOR WALL ASSEMBLY \; `\'\ \,; &WATER SHIELD FLOOR FRAMING PER STRUCTURAL PLANS `\\ \ SOUND INSULATION @ CAVITIES \ SIDING PER ELEVATIONS \ \ \ TYPICAL ROOF ASSEMBLY 1/2" GWB. PAINTED ON 1X3 STRAPPING @ 16 O.C. ` \R BARRIER LAP \, \ \ \\ WEATHE R \ OVER FLASHING \` \\. \.,, \\, 2x NAILER PLATE \. \ TYPICAL FIRST FLOORASSEMBL Y x, PER \ A \ \ . �: � `. \�\.,. PER STR. DWG.'S \ I I CONTINUOUS ALUMINUM 1/2"GWB. CEILING ON 1x3 FLOOR FINISH PER ROOM FINISH SCHEDULE \ � " '\\`IN . \ � � ,• � �' FLOOR DATE ISSUED. \ FLASHING STRAPPING @ 1s O.C. \�, \ 3/4 T&G GLUED & SCREWED PLYWOOD FLOOR \ \. \\ \ 09 15.2022 \ \>\\ \\ \ I� N. \, , 2x10RIM BOARD SHEATHING \\\ \ `\ SUB FLOOR SHEATHING TO EXTEND ROOF SHINGLES OVER ICE & . FLOOR FRAMING PER STRUCTURAL PLANS REVISIONS: \ TO TOP 0F RIM BOARD FOR NAILING \ \ \ WATER SHIELD - � . `(R 30) MIN: CLOSED CELL FOAM INSULATION .@ No. Description bate \ \ \ \\\ .�. .,, ALUMINUMDRIP CAVITIES - s\\ \ \ \ t TYP. ROOF ASSEMBLY 2nd Fir EDGE \ N. 23 \ \` \ TYPICAL NEW EXTERIOR WALL. \ \ ALUMINUM \ \ , \ ALAR. \ 2x6 ON 2x6 CONTINUOUS -SILL ON SILL SE s \ 'GUTTER TYP. . _ ......... 2x6 TOP PLATE 1 \ � STUD @ 6":C 0 \ 2X6 WALL 716/" THICK APA RATED WOOD STRUCTURAL PANEL \ \ \..\ \,. TOP PLATE .�.�:�. - SIDING PER ELEVATIONS ON MOISTURE RETARDER: �\ '_ NAILERPERSTR. {Rl 1 -21) MIN. INSULATION. 1x8 PVC FASCIA \ \� \ TYPICAL N VAPOR BARRIER PAINTED. \� \� ­ DWG.`S aF, _ NTD 7/2 INTERIOR GWB O \\ FLOOR ASSEMBLY TYP., PAINTED \ \ . 1x8 PVC SOFFIT TYP., PAINTED I � r ` HURRICANE TIE TYP/CAL EXIST/NG EXTERIOR WALL: I PER STR. DWG's 1x8 PVC TRIM, PAINTED ON • 2X4 ON 2X4 CONTINUOUS SILL ON SILL SEALAR. DRAWING NO., 1/2" PLYWOOD SPACER (2)- 2x4 TOP PLATE D 16 O.0 TYPICAL FIRST FLOOR 2X4 WALL STUD @ 716�I THICK APA RATED WOOD STRUCTURAL PANEL • EXTERIOR WALL ASSEMBLY / WALL CONNECTION DETAIL SIDING PER ELEVATIONS ON MOISTURE RETARDER. it ITYPICAL ROOF I (R-21) MIN. INSULATION. TYPICAL SAVE BOX DETAIL @FIRST FLOOR 1/2 INTERIOR GWB. ON VAPOR BARRIER PAINTED.,©CaTayStArchitecture Iir,ter�rs•Inc. aMrights reserved. L DETAILS r n _ ' n — The Copyrights to al des gns and drawl gs are the property N s TYPICAL PARTITION ASSEMBLY N Yn - 5 .. o " _ V-101" " 1 1 /2 1 material Is permitted without expressed written consent. N 1 1 /2 1-0 _ N Catdyst Architecture / Interiors, Inc. No use or eproduct on this o, a I I 0 Q SOLID BLOCKING AS REQUIRED c 2 2x6 CONTINUOUS TOP PLATE .o i (2) 2x4 CONTINUOUS TOP PLATE — _ - 2x4 WALL STUD @ I6 O.C. 5 1/2 ------ � 2x6 WALL STUD 16 O.C. t TYP/CAL SECOND FLODR CEILINGASSEMBLY ARCHITECTURAL :,... FLOOR FINISH PER ROOM FINISH SCHEDULE \ \ ' 3 4I' T&G GLUED &SCREWEDPLYW PLYWOOD ORDETAILS LS \ \\ \� .. TYPICAL SECOND FLOOR II `\ ROOF SHINGLES ON ICE SHEATHIN%-, _ EXTERIOR WALL ASSEMBLY \; `\'\ \,; &WATER SHIELD FLOOR FRAMING PER STRUCTURAL PLANS `\\ \ SOUND INSULATION @ CAVITIES \ SIDING PER ELEVATIONS \ \ \ TYPICAL ROOF ASSEMBLY 1/2" GWB. PAINTED ON 1X3 STRAPPING @ 16 O.C. ` \R BARRIER LAP \, \ \ \\ WEATHE R \ OVER FLASHING \` \\. \.,, \\, 2x NAILER PLATE \. \ TYPICAL FIRST FLOORASSEMBL Y x, PER \ A \ \ . �: � `. \�\.,. PER STR. DWG.'S \ I I CONTINUOUS ALUMINUM 1/2"GWB. CEILING ON 1x3 FLOOR FINISH PER ROOM FINISH SCHEDULE \ � " '\\`IN . \ � � ,• � �' FLOOR DATE ISSUED. \ FLASHING STRAPPING @ 1s O.C. \�, \ 3/4 T&G GLUED & SCREWED PLYWOOD FLOOR \ \. \\ \ 09 15.2022 \ \>\\ \\ \ I� N. \, , 2x10RIM BOARD SHEATHING \\\ \ `\ SUB FLOOR SHEATHING TO EXTEND ROOF SHINGLES OVER ICE & . FLOOR FRAMING PER STRUCTURAL PLANS REVISIONS: \ TO TOP 0F RIM BOARD FOR NAILING \ \ \ WATER SHIELD - � . `(R 30) MIN: CLOSED CELL FOAM INSULATION .@ No. Description bate \ \ \ \\\ .�. .,, ALUMINUMDRIP CAVITIES - s\\ \ \ \ t TYP. ROOF ASSEMBLY 2nd Fir EDGE \ N. 23 \ \` \ TYPICAL NEW EXTERIOR WALL. \ \ ALUMINUM \ \ , \ ALAR. \ 2x6 ON 2x6 CONTINUOUS -SILL ON SILL SE s \ 'GUTTER TYP. . _ ......... 2x6 TOP PLATE 1 \ � STUD @ 6":C 0 \ 2X6 WALL 716/" THICK APA RATED WOOD STRUCTURAL PANEL \ \ \..\ \,. TOP PLATE .�.�:�. - SIDING PER ELEVATIONS ON MOISTURE RETARDER: �\ '_ NAILERPERSTR. {Rl 1 -21) MIN. INSULATION. 1x8 PVC FASCIA \ \� \ TYPICAL N VAPOR BARRIER PAINTED. \� \� ­ DWG.`S aF, _ NTD 7/2 INTERIOR GWB O \\ FLOOR ASSEMBLY TYP., PAINTED \ \ . 1x8 PVC SOFFIT TYP., PAINTED I � r ` HURRICANE TIE TYP/CAL EXIST/NG EXTERIOR WALL: I PER STR. DWG's 1x8 PVC TRIM, PAINTED ON • 2X4 ON 2X4 CONTINUOUS SILL ON SILL SEALAR. DRAWING NO., 1/2" PLYWOOD SPACER (2)- 2x4 TOP PLATE D 16 O.0 TYPICAL FIRST FLOOR 2X4 WALL STUD @ 716�I THICK APA RATED WOOD STRUCTURAL PANEL • EXTERIOR WALL ASSEMBLY / WALL CONNECTION DETAIL SIDING PER ELEVATIONS ON MOISTURE RETARDER. it ITYPICAL ROOF I (R-21) MIN. INSULATION. TYPICAL SAVE BOX DETAIL @FIRST FLOOR 1/2 INTERIOR GWB. ON VAPOR BARRIER PAINTED.,©CaTayStArchitecture Iir,ter�rs•Inc. aMrights reserved. L DETAILS r n _ ' n — The Copyrights to al des gns and drawl gs are the property N s TYPICAL PARTITION ASSEMBLY N Yn - 5 .. o " _ V-101" " 1 1 /2 1 material Is permitted without expressed written consent. N 1 1 /2 1-0 _ N Catdyst Architecture / Interiors, Inc. No use or eproduct on this o, a I I SOLID BLOCKING BOTTOM OF FRAMING AS REQUIRED ABOVE, TYPICAL SOLID BLOCKING AS REQUIRED FFRAMING ABOVE, TYPICAL 2 2x6 CONTINUOUS TOP PLATE i (2) 2x4 CONTINUOUS TOP PLATE — _ - 2x4 WALL STUD @ I6 O.C. 5 1/2 ------ � 2x6 WALL STUD 16 O.C. t -_ „ " 1r' LAYER 1/2 GWB. EACH SIDE, FINIS MOTE: - - -- "1" LAYER 1/2" GWB. EACH SIDE, MOTE: _ ___ _— PER ROOM FINISH SCHEDULE, ALL • PROVIDE PAPERLESS TYPE FINISH PER ROOM FINISH SCHEDULE, — - • PROVIDE PAPERLESS TYPE - - JOINTS STAGGERED —- MR DRY WALL AT ALL WET ALUOINTSSTAGGERED "MR" DRYWALL AT ALL =- AREAS WET AREAS - _ SOUND INSULAT{ON BLANKETS -- BLANKETS INSULATION SOUND INS fA . PROVIDE 1/2" . 1 PROVIDE ;h"CEMENT - - 2x4 CONTINUOUS SILL, FASTEN BACKER BOARD @ ALL - -- BACKER BOARD @ALL ___ 2x6 CONTINUOUS SILL, FASTEN -- CERAMIC FINISH AREAS - AS SPECIFIED TO FRAMING: CERAMIC FINISH AREAS - ASSPECIFIED TO FRAMING WALL BASE WALL BASE = _ CAULKING, TYPICAL CAULKING, TYPICAL - FLOOR FINISH PER ROOM - _ __ FLOOR FINISH PER ROOM FINISH SCHEDULE FINISH SCHEDULE TYPE "A" TYPICAL NON-BEARING NOT TYPE B TYPICAL NON-BEARING NOT AINTERIOR WALL W/ 2x4 STUD RATED INTERIOR WALL W/ 26 STUD RATED TYP/CAL SECOND FLODR CEILINGASSEMBLY ARCHITECTURAL :,... FLOOR FINISH PER ROOM FINISH SCHEDULE \ \ ' 3 4I' T&G GLUED &SCREWEDPLYW PLYWOOD ORDETAILS LS \ \\ \� .. TYPICAL SECOND FLOOR II `\ ROOF SHINGLES ON ICE SHEATHIN%-, _ EXTERIOR WALL ASSEMBLY \; `\'\ \,; &WATER SHIELD FLOOR FRAMING PER STRUCTURAL PLANS `\\ \ SOUND INSULATION @ CAVITIES \ SIDING PER ELEVATIONS \ \ \ TYPICAL ROOF ASSEMBLY 1/2" GWB. PAINTED ON 1X3 STRAPPING @ 16 O.C. ` \R BARRIER LAP \, \ \ \\ WEATHE R \ OVER FLASHING \` \\. \.,, \\, 2x NAILER PLATE \. \ TYPICAL FIRST FLOORASSEMBL Y x, PER \ A \ \ . �: � `. \�\.,. PER STR. DWG.'S \ I I CONTINUOUS ALUMINUM 1/2"GWB. CEILING ON 1x3 FLOOR FINISH PER ROOM FINISH SCHEDULE \ � " '\\`IN . \ � � ,• � �' FLOOR DATE ISSUED. \ FLASHING STRAPPING @ 1s O.C. \�, \ 3/4 T&G GLUED & SCREWED PLYWOOD FLOOR \ \. \\ \ 09 15.2022 \ \>\\ \\ \ I� N. \, , 2x10RIM BOARD SHEATHING \\\ \ `\ SUB FLOOR SHEATHING TO EXTEND ROOF SHINGLES OVER ICE & . FLOOR FRAMING PER STRUCTURAL PLANS REVISIONS: \ TO TOP 0F RIM BOARD FOR NAILING \ \ \ WATER SHIELD - � . `(R 30) MIN: CLOSED CELL FOAM INSULATION .@ No. Description bate \ \ \ \\\ .�. .,, ALUMINUMDRIP CAVITIES - s\\ \ \ \ t TYP. ROOF ASSEMBLY 2nd Fir EDGE \ N. 23 \ \` \ TYPICAL NEW EXTERIOR WALL. \ \ ALUMINUM \ \ , \ ALAR. \ 2x6 ON 2x6 CONTINUOUS -SILL ON SILL SE s \ 'GUTTER TYP. . _ ......... 2x6 TOP PLATE 1 \ � STUD @ 6":C 0 \ 2X6 WALL 716/" THICK APA RATED WOOD STRUCTURAL PANEL \ \ \..\ \,. TOP PLATE .�.�:�. - SIDING PER ELEVATIONS ON MOISTURE RETARDER: �\ '_ NAILERPERSTR. {Rl 1 -21) MIN. INSULATION. 1x8 PVC FASCIA \ \� \ TYPICAL N VAPOR BARRIER PAINTED. \� \� ­ DWG.`S aF, _ NTD 7/2 INTERIOR GWB O \\ FLOOR ASSEMBLY TYP., PAINTED \ \ . 1x8 PVC SOFFIT TYP., PAINTED I � r ` HURRICANE TIE TYP/CAL EXIST/NG EXTERIOR WALL: I PER STR. DWG's 1x8 PVC TRIM, PAINTED ON • 2X4 ON 2X4 CONTINUOUS SILL ON SILL SEALAR. DRAWING NO., 1/2" PLYWOOD SPACER (2)- 2x4 TOP PLATE D 16 O.0 TYPICAL FIRST FLOOR 2X4 WALL STUD @ 716�I THICK APA RATED WOOD STRUCTURAL PANEL • EXTERIOR WALL ASSEMBLY / WALL CONNECTION DETAIL SIDING PER ELEVATIONS ON MOISTURE RETARDER. it ITYPICAL ROOF I (R-21) MIN. INSULATION. TYPICAL SAVE BOX DETAIL @FIRST FLOOR 1/2 INTERIOR GWB. ON VAPOR BARRIER PAINTED.,©CaTayStArchitecture Iir,ter�rs•Inc. aMrights reserved. L DETAILS r n _ ' n — The Copyrights to al des gns and drawl gs are the property N s TYPICAL PARTITION ASSEMBLY N Yn - 5 .. o " _ V-101" " 1 1 /2 1 material Is permitted without expressed written consent. N 1 1 /2 1-0 _ N Catdyst Architecture / Interiors, Inc. No use or eproduct on this o, a I I E l I �I 'IN � we l I i, 9 t 1 SL.C7F'F CEILING GL. P { BEYOND C� �. { f i f f> I IN AWNING ©� OVER W \ N �! � f XI ° N O — _s o U V � � U Zvi 02 LU ue I _ -7-T STAMP: ._ . i I I ! ROOM FINISH SCHEDULE I I Bas e Comments m me ntslei/Finish CellinJRm. # R om Name Flooring I 1st Fir 1 FOYER ,WIDE PLANK WORD - FLOORING I�� WOOD BASE PAINTED GWB. / PAINTED GWB. - PAINTED ' - KITCHEN BACK SPLASH TO BE FULLY TILED ORS ONE MATERIAL T.B.D )GWB.TILGWB. PAINTED BASE -PAINTD2 KITCHEN DINING AREA WIDE PLANK WOOD FLOORING I ��. r WOOD BASE - PAINTED GWB. &TILE GWB.'PAINTED 3 LIVING ROOM WIDE PLANK WOOD FLOORING � ` !, �4 4 BEDROOM # 1 WIDE PLANK WOOD FLOORING WOOD BASE -PAINTED GWB. &TILE GWB. PAINTED T!B.D. - GWB. - MOISTURE RESISTANT PAINTED FLOOR, WALL AND SHOWER TILE SELECTIONS W FLUSH THRESHOLD TILE COVE BASE HIGH TILE WAINSCOT GWB. ABOVE0 5 BATH # 1 FLOOR TILE / [E WIDE PLANK WOOD FLOORING WOOD BASE - PAINTED GWB. /PAINTED GWB. PAINTED o 0 6 GALLERY I WB. PAINTED GWB. PAINTED 7 BEDROOM � 2 WIDE PLANK WOO D FLOORING WOOD BASE PAINTED G / _ - RESISTANT PAINTED FLOOR WALL AND SHOWER TILE SELECTIONS T.B.D. 8 BATH # 2 FLOOR TILE W/FLUSH THRESHOLD TILE COVE BASE HIGH TILE WAINSCOT GWB. ABOVE GWB, MOISTURE RES STA R WALL TILE SELECTIONS T.B.D. '" o c SH THRESHOLD TILE COVE BASE HIGH TILE WAINSCOT - GWB. ABOVE GWB. -MOISTURE RESISTANT PAINTED FLOOR AND BATH # 3 FLOOR TILE FLU _ a 9 / CLOSET MAY BE UT LIZED FOR MECHANICAL OR 'OTHER UTILITY SPACE -T.B.D. 10 STOR. -WIDE PLANK WOOD FLOORING I I WOOD BASE -PAINTED GWB. / PAINTED GWB. PAINTED I o - N RE -PAINT IF NECESSARY'., - - RE PAINTED CLEAN UP EXISTING. FINISHES TO REMAI � EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO RE -PAINTED EXISTING TO REMAIN 11 MECH... EXISTING TO REMAIN I OWNER TO CONFIRM IF ANY EXISTING MATERIALS SHALL BE REFINISHED 12 WINDMILL EXISTING WOOD FLOORS REMAIN &REFINISHED REFINISH EXISTING EXISTING TO REMAIN E k yM - PAINTED OR STAINED i GWB.:- PAINTED RAILING STYLE T.B.D.. (WOOD ) 13 STAIR WOOD TREADS WITH, CARPET RUNNER WOOD BASE - PAINTED GWB. / PAINTED 14 CLOSET WIDE PLANK WOOD FLOORING WOOD BASE - PAINTED GWB. / PAINTED GWB. PAINTED I o I Fir I � 2nd TION D OPE RAILING AT TOP OF STAIR TO MATCH LOWER SELEC --- - GWB. PAINTED GWB . PA INTED ASSUME. 21 PLAY ROOM BROADLOOM CARPET WOOD BASE PAINTED % Q 22 BATH # 4 FLOOR TILE W/ FLUSH THRESHOLD TILE COVE BASE HIGH TILE WAINSCOT GWB. ABOVE GWB. - MOISTURE RESISTANT PAINTED . :D N 23 SLEEPING NOCK BROADLOOM CARPET WOOD BASE PAINTED GWB. /PAINTED00 GWB.'- PAINTED 12 ED GWB. PAINTED CONFIRM NO WOOD FLOORING IN BEDROOM W I 24 BEDROOM 3 BROADLOOM CARPET WOOD BASE -PAINTED I GWB. J PAINTLu RING IN OFFICE NOOK AREA N 'PAINTED CONFIRM N0 WOOD FLOORING _ . GWB. PAINTED NWB.,- 25 OFFICE NOOK AREA BROADLOOM CARPET co WOOD BASE PAINTED /.� [:426 BATH # 5 FLOOR TILE 1N/FLUSH THRESHOLDTILE COVE BASE HIGH TILE WAINSCOT- GWB: ABOGWB. - MOISTURE RESISTANT PAINTEDLO B.''- PAINTED- GWB: PAINTEDGW IBASEPAINTEDR Nvac BROADLOOM CARPET _ WOOD / i a I N I i DOOR DETAILS SCALE:3 T-0 \CA Lu aft LO \ \ \ \ \ 1/2" GWB, PAINTED lx8 PVC FASCIA, 1-0 \ J PAINTED TYP.(R-21) \ \ (R-21) MIN. INSULATION C11.4 . \ \ \ \ \ @ CAVITIES / \ \ 2X4 WALL STUD @ 16" O.C. Z 7p lx8 PVC SOFFIT, Lu PAINTED TYP. \ lij ` U lx8 PVC BAND TRIM, PAINTED TYP. INSULATED HEADER (2)-2x / R UIRED U.N.O. EADER AS E WEATHER BARRIER LAP ti' H Q o cd cn OVER MEMBRANE 1► ._ R \./ I'�' . (Z) LX WALL ; \ \ DATE ISSUED: STUD JAMB, TYP.\ ��. \ 09, 15.2022 \ \ EXTERIOR DOOR STILE 1 PIECE SINGLE RABBIT HEAD W1 PAINTED FIN. REVISIONS: F777 - 1A POPLAR JAMB TRIM, PAINTED . , CAULKING @ PERIMETERTYP NO. Q@SCfipt1011 Date > y• 00 I J 1x4 WOOD JAMB, PAINTED 0 � AINTED 1x5 PVC TRIM, PAINTED- L 0 ONE PIECE SINGLE I CONTINUOUS BEAD OF RABBIT JAMB, PAINTED SELF ADHERED MEMBRANE SEALANT , �r NEW WINDOW SCHEDULE L Type Mark Manufacturer. Type Comments Type - ModelComments UNIT SIZE Head eight Count Height W1 ANDERSEN WINDOW 400 SERIES Double -'Hung Windows TW2842 2'-9 5/8" 4'-4 7/8" z '-101/2" 3 W2 W N EN WINDOW: A DERS W 400 SERIES _ Avenin Windows Awning CUSTOM 2'-7 5 8" I 2'-2 3 8" / I -101 2" / I 1 W3 ANDERSEN WINDOW 400 SERIES Double'Hung Windows TW24210 2'=5 5/8" 3-0 7/8" '6'101/2" 2 W4 ANDERSEN .WINDOW 400 SERIES _ Double' Hung Windows TW2452 2 -5 5/8 - 5 4 7J8 - ',6 101/2 1 7 W5 ANDERSEN WINDOW 400 SERIES Casement Windows C335 5'-117/8" 3-413/16" 6-101/2" BAUBLE HUNGG_TIT WASH 1 W6 ANDERSEN WINDOW 400 SERIES Casement Windows CW15 2'-43/8" 4'-117/8" 6-101/2" I —1x4 WOOD JAMB, PAINTED 5 W7 ANDERSEN WINDOW 400 SERIES Casement Windows C1.5 2'-01/8" 4'-117/8" 6-101/2" 2 W8 ANDERSEN WINDOW 400 SERIES Casement Windows CW135 2'-43/8" 3-473/76" 6'-101/2" MODEL NO. 2452 8 W9 ANDERSEN WINDOW , 400 SERIES Casement Windows CW145 2'-43/8" 4'-413J16" 6'-101/2" I 7 W10 ANDERSEN WINDOW 400 SERIES Casement Windows CW145 Z-4 3/8 4'-413/16" 6-101/2 - SEALANT i 4 W11 ANDERSEN WINDOW 400 SERIES Awning Windows AW281 2'-71/2" 2'-4 3/8 6-101/2" 3 W12 ANDERSEN WINDOW 400 SERIES Casement Windows CN245 3-43/4" 4'-413/16° V LOW IDS FILL ALL 0 W/ 6-101/2" CONTINUOUS BEAD 1 , �r / W1 W2 W11 ANDERSEN 400 SERIES AWNING WINDOW MODEL N0. AW281 W3 t'tLLHLLVVIUJVVYWVV W4 T \ \ \I v��4. f�+vv�.v. 1X WOOD TRIM PAINTED (R-21) MIN. INSULATION SELF ADHERED MEMBRANE „ WINDOW JAMB ALLAROUND 2X6 OR 2x4 WALL STUD @ 16 O.C. . WOOD IAMB EXTENSION ;o W12 ANDERSEN 400 SERIES CASEMENT WINDOW MODEL N0. CN245 EXPAND FOAM SEALANTWOOD z zCn JAMB EXTENSION 09 , 15 , 2022 ANDERSEN 400 SERIES WINDOW JAMB ANDERSEN 400 SERIES ANDERSEN 400 SERIES I ANDERSEN 400 SERIES \ \ 1/2„ GWB, PAINTED LU Q HUNG -TILT WASHNAT AWNING WINDOW BAUBLE HUNG - TILT WASH BAUBLE HUNGG_TIT WASH No. Description c 'r i s r t p FLASHING TYPICAL_ RAL WRITE CEDAR SHINGLES —1x4 WOOD JAMB, PAINTED WINDOW JAMB - \ \ \ EXPAND FOAM SEALANT IN.INSULATION ' R- 21i Cd MODEL NO. 2842 SEALANT @ PERIMETER, TYP. I MODEL NO. CUSTOM MODEL NO. 24210 MODEL NO. 2452 Tu RN UP MEMBRANE @ SIDES, TYi � _ SILL EXTENSION �, SIDING, 5 EXP. TO WEATHER TYP. _ \ \ :°; @ cavlTlEs \ SEALANT i 2 - 2x6 OR 2x4 JAMB TYP. (I EIE,1� / \ \ \ \ —(2)- 2x6 OR 2x4 JAMB, TYP. i lx PVC TRIM, PAINTED TYP. V LOW IDS FILL ALL 0 W/ OR 1X PVC BAND TRIM, PAINTED TYP.LU CONTINUOUS BEAD \ \ \ 2x6 OR 2x4WALL \ SELF MEMBRANE FLASHING 'IT 1� LOW -E WINDOW UN \ \ \ \ \ 1/2” GWB, PAINTED OVER WINDOW FLANGE li EXPANSION FOAM SEALANT OF SEALANT I I { � \ \ \ ' ; STUD @ 16 O.C. z ! R 4"CLAD BOARD DRAIN SLOPE 6„ 0 I \ 1 5'-11 7/8 2'-4 3/8 2`-01/8° WINDOW Sf�L ' W/ BULL NOSE WEATHER BARRIER LAP ` INSULATED HEADER (2)-2x SEALANT @ PERIMETER, TYPICAL :.-" 11/2„ WOOD SILL 1 PAINTED, RETURN @ ENDS OVER MEMBRANE I I HEADER AS REQUIRED U.N.O. IJJ / SEL ADLj F HERED MEMBRANETAPE - i 2x2 PVC HISTORIC SILL1x4 OD SUB SILLPAIN EDIFLAS ING OVER ALUMINUM FLASHING �. RIGID INSULATIONN PAINTED f ALU MINUM HEAD F LASHING 5/4X4 WOOD HEADADOFSEALANTSELF ADHERED MEMBRANE CONTINUOUS BE12” SELF RE MEMBRANE `L CASING PAINTED LU SGv FLASHING \ \ \, \ 11 FLASHING OVER WINDOW FLANGE i \ 2 2x6 OR 2x4 SILL,'TYP. U` 1x4 PVC SUB SILL, PAINTED \ \ ; 1x5 PVC HEAD TRIM, PAINTED - - B PAINTED ---_._ \ 1 GW FATHER BARRIER ' /2 W � , CONTINUOUS BEAD OF ON WALL SHEATHING \ \ I SEALANTAorAlk SEALANT @ PERIMETER NATURAL WHITE CEDAR SHINGLES \ \ \ R-21 MIN. INSULATION \ SIDING, 5 EXP. TO WEATHER TYP. 101I \ \ - FILL ALL VOIDS W/ LOW \ 2X6 WALL STUD 16 O.C. EXPANSION FOAM SEALANT \ HEAD EXTENSION II I IL IL I� W8 ANDERSEN 400 SERIES CASEMENT WINDOW MOD EL NO. CW135 W10 ANDERSEN 400 SERIES - CASEMENT WINDOW MODEL NO. CW145 W11 ANDERSEN 400 SERIES AWNING WINDOW MODEL N0. AW281 t'tLLHLLVVIUJVVYWVV T \ \ \I v��4. f�+vv�.v. 1X WOOD TRIM PAINTED (R-21) MIN. INSULATION SELF ADHERED MEMBRANE „ WINDOW JAMB ALLAROUND 2X6 OR 2x4 WALL STUD @ 16 O.C. . WOOD IAMB EXTENSION ;o W12 ANDERSEN 400 SERIES CASEMENT WINDOW MODEL N0. CN245 EXPAND FOAM SEALANTWOOD DRAWING NO.; JAMB EXTENSION 09 , 15 , 2022 WINDOW JAMB I REVISIONS; SEALANT @PERIMETER, _,.., , FILL ALL VOIDS W/ LOWI No. Description c 'r i s r t p Date TYPICAL_ —1x4 WOOD JAMB, PAINTED WINDOW JAMB EXPAND FOAM SEALANT 1x5 PVC TRIM, PAINTED CONTINUOUS BEAD OF SEALANT @ PERIMETER, TYP. I < SELF ADHERED MEMBRANE \ SEALANT i 2 - 2x6 OR 2x4 JAMB TYP. (I EIE,1� / \ \ \ \ —(2)- 2x6 OR 2x4 JAMB, TYP. i lx PVC TRIM, PAINTED TYP. CONTINUOUS BEAD \ SELF MEMBRANE FLASHING 1� ILI \ \ \ \ \ 1/2” GWB, PAINTED OVER WINDOW FLANGE li OF SEALANT SEL ADLj F HERED MEMBRANETAPE - i 2x2 PVC HISTORIC SILL1x4 OD SUB SILLPAIN EDIFLAS ING OVER ALUMINUM FLASHING �. RIGID INSULATIONN PAINTED f ALU MINUM HEAD F LASHING 5/4X4 WOOD HEADADOFSEALANTSELF ADHERED MEMBRANE CONTINUOUS BE12” SELF RE MEMBRANE `L CASING PAINTED LU SGv FLASHING \ \ \, \ 11 FLASHING OVER WINDOW FLANGE i \ 2 2x6 OR 2x4 SILL,'TYP. U` 1x4 PVC SUB SILL, PAINTED \ \ ; 1x5 PVC HEAD TRIM, PAINTED - - B PAINTED ---_._ \ 1 GW FATHER BARRIER ' /2 W � , CONTINUOUS BEAD OF ON WALL SHEATHING \ \ I SEALANTAorAlk SEALANT @ PERIMETER NATURAL WHITE CEDAR SHINGLES \ \ \ R-21 MIN. INSULATION \ SIDING, 5 EXP. TO WEATHER TYP. 101I \ \ - FILL ALL VOIDS W/ LOW \ 2X6 WALL STUD 16 O.C. EXPANSION FOAM SEALANT \ HEAD EXTENSION II I IL IL I� W8 ANDERSEN 400 SERIES CASEMENT WINDOW MOD EL NO. CW135 W10 ANDERSEN 400 SERIES - CASEMENT WINDOW MODEL NO. CW145 W11 ANDERSEN 400 SERIES AWNING WINDOW MODEL N0. AW281 t'tLLHLLVVIUJVVYWVV T \ \ \I v��4. f�+vv�.v. 1X WOOD TRIM PAINTED (R-21) MIN. INSULATION SELF ADHERED MEMBRANE „ WINDOW JAMB ALLAROUND 2X6 OR 2x4 WALL STUD @ 16 O.C. . WOOD IAMB EXTENSION W9 I ANDERSEN 400 SERIES. N I CASEMENT WINDOW MODEL NO. CW145 W12 ANDERSEN 400 SERIES CASEMENT WINDOW MODEL N0. CN245 EXPAND FOAM SEALANTWOOD DRAWING NO.; JAMB EXTENSION 09 , 15 , 2022 WINDOW JAMB I REVISIONS; SEALANT @PERIMETER, _,.., , FILL ALL VOIDS W/ LOWI No. Description c 'r i s r t p Date TYPICAL_ —1x4 WOOD JAMB, PAINTED WINDOW JAMB EXPAND FOAM SEALANT 1x5 PVC TRIM, PAINTED CONTINUOUS BEAD OF SEALANT @ PERIMETER, TYP. I < SELF ADHERED MEMBRANE \ SEALANT i 2 - 2x6 OR 2x4 JAMB TYP. (I FLASHING, WRAP INTO R.O. \ \ \ \ —(2)- 2x6 OR 2x4 JAMB, TYP. i lx PVC TRIM, PAINTED TYP. CONTINUOUS BEAD \ SELF MEMBRANE FLASHING \ \ \ \ \ 1/2” GWB, PAINTED OVER WINDOW FLANGE li OF SEALANT W8 ANDERSEN 400 SERIES CASEMENT WINDOW MOD EL NO. CW135 W10 ANDERSEN 400 SERIES - CASEMENT WINDOW MODEL NO. CW145 W11 ANDERSEN 400 SERIES AWNING WINDOW MODEL N0. AW281 T \ \ \I \ \ \ \ \ \ \ \ ` \i 1X WOOD TRIM PAINTED (R-21) MIN. INSULATION SELF ADHERED MEMBRANE „ WINDOW JAMB ALLAROUND 2X6 OR 2x4 WALL STUD @ 16 O.C. . WOOD IAMB EXTENSION W9 I ANDERSEN 400 SERIES. N I CASEMENT WINDOW MODEL NO. CW145 W12 ANDERSEN 400 SERIES CASEMENT WINDOW MODEL N0. CN245 DRAWING NO.; i CAST -IN-PLACE CONCRETE WOOD CONSTRUCTION NOTES ABBREVIATIONS GENERAL AB ANCHOR BOLT CURRENT AMERiCAN 1. EXTERIOR WALL SHEATHING: 1. ALL CONCRETE SHALL BE PROPORTIONED, MIXED AND PLACED CONFORMING TOC '� S BY THE CONTRACT DOCUMENTS SHALL BE PERFORMED '� " ADD L ADDITIONAL CONSTRUCTION REQUIRED Uf THE CONTRACTOR I I 1. ALL N SHALL. ALL EXTERIOR WALL SHEATHING SHALL BE MINIMUM .Its THICK' APA RATED WOOD STRUCTURAL PANEL IN ACCORDANCE WITH THE GOVERNING BUILDING CODE AND OSHA REGULATIONS, SUPPLEMENTED BY THE CONCRETE INSTITUTE (ACI) 301, 304 AND 308 STANDARDS. THE FOLLOWING CONCRETE MIX DESIG S I SHEATHING- WITH A' SPAN RATING OF 32/16 OR WALL -16, EXPOSURE 1. AT LEAST ONE SIDE OF ALL AFF ABOVE FINISH FLOOR CONTRACT DOCUMENTS. THE GOVERNING BUILDING CODE USED IN THE STRUCTURAL DESIGN IS THE BE USED: AR ANCHOR' ROD EXTERIOR WALLS SHALL BE SHEATHED. IN GENERAL, WALL SHEATHING SHALL BE FASTENED WITH 8d INTERNATIONAL RESIDENTIAL CODE 2015 (IRC) WITH MASSACHUSETTS AMENDMENTS. ALL WORK SHALL ALSO A ARCH ARCHITECTURAL ( A. FOOTINGS PIERS & FOUNDATION WALL INFILLS COMMON NAILS AT A MAXIMUM 4 O.C. AROUND ALIL DIRECT EDGES (EN) AND 12 O.C. ON ALL INTERIOR BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF YARMOUTH BUILDING DEPARTMENT. TWO-FAMILY SUPPORTS (FN), EXCEPT AS OTHERWISE NOTED ON THE PLAN. IN ADDITION, THE SHEATHING SHALL BE BOTTOM IN ADDITION, THE AF&PA WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TW B/ PROJECT. 28 -DAY STRENGTH (MIN) 3,000 PSI INSTALLED AND FASTENED AS FOLLOWS: BELOW FINISH FLOOR DWELLINGS WFCM-2015 PROVISIONS FOR EXPOSURE C ARE APPLICABLE TO THIS " BFE STUDS (VERTICAL). ( AGGREGATE/a A. NEW PANELS SHALL BE INSTALLED WITH STRENGTH AXIS PARALLEL TOS ( ) FINISH GRADE COARSE (MAX){ } BFG BELOW STRUCTURAL ELEMENTS ARE NOT DEFINED ON THESE DRAWINGS,' THEY SHALL BE PROVIDE 6% f1% B. ALL HORIZONTAL JOINTS SHALL OCCUR OVER AND BE NAILED AT 4" O.6 TO FRAMING. 2. WHERE ST D AS PER � AIR ENTRAINMENT { ) , THE MINIMUM PRESCRIPTIVE REQUIREMENTS OF THE GOVERNING BUILDING CODE. UMP 5 f1" C. ON SINGLE. BM STORY CONSTRUCTION, -PANELS SHALL BE ATTACHED TO BOTTOM PLATES AND TOP BM BEAM BLOCK, BLOCKING SL ( ) MEMBER OF THE DOUBLE TOP PLATE.( D. ON TWO STORY CONSTRUCTION, UPPER PANELS SHALL BE ATTACHED TO THE TOP MEMBER OF THE BOT I BOTTOM 3. ALL EXISTING FRAMING CONDITIONS SHOWN ON THESE DRAWINGS ARE ASSUMED BASED UPON LIMITED ACCESS B, INTERIOR SLAB -ON -GRADE (NO AIR) BRG BEARING THE CONTRACTOR SHALL BE RESP 70` UPPER DOUBLE TOP PLATE AND TO BAND JOIST AT BOTTOM OF PANEL:` UPPER ATTACHMENT OF TO THE STRUCTURAL FRAMING AT THE TIME OF DESIGN, BTWN BETWEEN TO CONSTRUCTION. ALL flIMENSIQNS LOWER PANEL SHALL BE MADE TO BAND JOIST AND LOWER ATTACHMENT MADE TO LOWEST PLATE AT CONFIRM ALL FRAMING ASSUMPTIONS MADE ON' THESE DRAWINGS PRIOR28-DAY STRENGTH (MIN) 3,500 PSI ANY DISCREPANCIES SHALL BE BROUGHT TO THE 3 " FIRST FLOOR FRAMING. AND CONDITIONS MUST BE VERIFIED IN,THE FIELD, ANDA COARSE AGGREGATE (MAX) /a CANT CANTILEVER PROCEEDING WITH THE AFFECTED PORTION OF, THE E. HORIZONTAL NAIL SPACING AT SILL PLATES, DOUBLE TOP PLATES, BAND JOISTS, AND GIRDERS SHALL CJ CONTROL JOINT ATTENTION OF THE ENGINEER FOR CLARIFICATION BEFORE p 5 (t1 } SLUM BE A DOUBLE ROW OF 8d STAGGERED AT 3 -INCHES ON CENTER. CLG CEILING WORK. F. WHERE "SW -4 BRACE WALL PANELS ARE IDENTIFIED ON AN EXISTING WALL, THESE WALLS SHALL BE COL COLUMN'' D C. EXTERIOR SLAB -ON -GRA DE TO MEET THE ABOVE REQUIREMENTS. WHERE EXISTING SHEATHING IS INSTALLED E 4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE CIVIL, ARCHITECTURAL, MECHANICAL, AN RETROFITTEDCONC CONCRET ELECTRICAL DRAWINGS, AND SPECIFICATIONS 28 -DAY STRENGTH (MIN) 4,000 PSi HORIZONTALLY WITHIN "SW -4 ADD HORZONTAL BLOCKING BETWEEN STUDS AND FASTEN PER NOTE B CONN CONNECTION n ABOVE. COARSE AGGREGATELOCATIONS SPECIFIED ON THE C STUDS CORNER POSTS AT DROP BEAM S SHALL BEI � { (MAX)) STRAPS ON KING DB 5. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, AND ANY DISCREPANCIES G. PROVIDE HOEDOWNS AND S RA STUDS/ CORNER AIR ENTRAINMENT 6% (±17.) BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER FOR CLARIFICATION BEFORE PROCEEDING W{ n PLANS. DN DOWN THE AFFECTED PORTION OF THE WORK. SLUMP 4Y2 (f1) DWG DRAWING 2. ROOF DIAPHRAGM SHEATHING: - TION OF THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE 5 „ CAL DIMENSIONS OR ELEVATIONS FROM DRAWINGS. THE CONTRACTORS SHALL REQUEST, FROM 2. THE USE' OF ADDITIVES SHALL BE AT THE OP ROOF SHEATHING SHALL BE / THICK APA RATED WOOD STRUCTURAL PANEL WITH A SPAN RATING OF E EXISTING 6. DO NOT SCALE THE ARCHITECT/ENGINEER, NECESSARY DIMENSIONS AND ELEVATIONS NOT SHOWN ON THE CONTRACT ARCHITECT/ENGINEER. FOLLOW THE RECOMMENDATIONS OF THE MANUFACTURER FOR THE PROPER USE OF 32 16 EXPOSURE ,1. SHEATHING SHALL BE '',ORIENTED WITH LONG SPAN OF THE SHEET PERPENDICULAR TO EA EACH DOCUMENTS, ADDITIVES. THE USE OF CALCIUM CHLORIDE OR OTHER CHLORIDE BEARING SALTS SHALL NOT BE, PERMITTED.' THE SUPPORTING MEMBERS AND VERTICAL SEAMS STAGGERED BY 4'-0". SHEATHING SHALL BE FASTENED EN EDGE NAiL OWN ON ANY DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL 3. WHEN' CONCRETE PLACEMENT IS TO OCCUR DURING HOT OR COLD WEATHER CONDITIONS AS DEFINED BY ACI I,I WITH 8D COMMON IAT 6" Q.C. ON SUPPORTED PANEL EDGES EN AND 6" O.C. ALL INTERMEDIATE SUPPORTS EXT EXTERIOR 7.. UNLESS OTHERWISE NOTED, DETAILS SH SIMILAR CONDITIONS. 305 OR 306, THE CONTRACTOR SHALL SUBMIT PROPOSED CURING METHODS TO THE ARCHITECT/ENGINEER (FN) FB FLUSH BEAM (FLUSH TOP) FOR REVIEW AT LEAST 10 DAYS IN ADVANCE OF THE PROPOSED CONCRETE PLACEMENT DATE, PROVIDE FN FIELD NAIL 3. FLOOR DIAPHRAGM SHEATHING: SOLE - LACED AND/OR CURED IIN COLD WEATHER CONDITIONS. FNDN FOUNDATION 8. CONSTRUCTION PROCEDURES, BRACING, MEANS,' METHODS, AND SAFETY PRECAUTIONS ARE THE MINIMUM 3 DAY FROST PROTECTION FOR CONCRETE P / DOING THE WORK. THESE DRAWINGS ARE - FLOOR. SHEATHING SHALL BE 23/32- THiCK ADVANTECH WOOD STRUCTURAL PANEL AS MANUFACTURED RESPONSIBILITY OF THE GENERAL CONTRACTOR OR SUBCONTRACTORj FOC FACE OF CONCRETE REPRESENTATIVE OF THE COMPLETE STRUCTURAL SYSTEM. 4. CAST -IN-PLACE CONCRETE COVER FOR REINF ORC►NG SHALL BE AS FOLLOWS: BY HUGER ENGINEERED WOODS LLC OR AN APPROVED SUBSTITUTE. PANELS SHALL BE TONGUE AND FOS FACE OF STUD GROOVE TYPE, HAVING A SPAN RATING OF 24 OC. SHEATHING SHALL BE ORIENTED WITH LONG SPAN OF FS FAR SIDE " THE SHEET PERPENDICULAR TO THE SUPPORTING MEMBERS AND VERTICAL SEAMS STAGGERED BY 4'-0" O.C. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES, ANY PERMITTING A. CONCRETE CAST AGAINST(, AND PERMANENTLY EXPOSED TO EARTH 3 FTG FOOTING 9. THEFLOOR SHEATHINGSHALL BE SET IN A CONSTRUCTION ADHESIVE ON SUPPORTING MEMBERS AND FASTENED AGENCIES, AND DIG -SAFE (811) AT LEAST 72 HOURS IN ADVANCE OF ANY WORK THAT WILL REQUIRE B. CONCRETE EXPOSED TO EARTH OR WEATHER: 1Y" WITH 8d DEFORMED SHANK NAILS AT A MAXIMUM 6" O,C. AROUND ALL SUPPORTED PANEL EDGES (EN) AND HB HIP BEAM EXCAVATION. a. NO. 5 BAR, W31 OR D31 WIRE AND SMALLER 2 � 12„ O.C. ALL INTERMEDIATE SUPPORTS (FN).', HC HOLLOW CORE. S AND BOLSTERS AS REQUIRED TO f HDR HEADER DESIGN LOADS 5: PROVIDE ,AND INSTALL NECESSARY TIE BARS, SPACER BARS, CHAIR BARS, T FALL IN MAINTAIN STEEL IN A RIGID POSITION PRIOR TO PLACING CONCRETE. ALL SUPPORTS AND ACCESSORIES 4. ALL POSTS SHALL' BE CARRIED DOWN TO FOUNDATIONS. JOIST CAVITIES WITHIN' THE FLOOR THAT HS HIGH STRENGTH (ASTM A325) n "' LINE WITH POSTS SHALL BE BLOCKED SOLID' BETWEEN THE TOP PLATE OF THE WALL BELOW TO THE FORM TO REQUIREMENTS S OF CRS( "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS". 1. DEAD LOADS: SHALL CON QU , _UNDERSIDE OF THE SOLE PLATE ABOVE. ICF INSULATED CONCRETE FORM A BE RUN CONTINUOUSLY INT INTERIOR OWANCEI 6. WHERE CONTINUOUS BARS ARE CALLED FOR, INDICATED, OR REQUIRED, THEY SH LL A. ROOF AREAS 20 PSE (INCLUDES PV ALL ) T NECESSARY SPLICES, SPLICES STAGGERED WHEREVER POSSIBLE, AND HOOKED 5. MULTIPLE MEMBER, MULTIPLE PLY OR BUILT-UP ENGINEERED BEAMS THAT ARE USED IN PLACE OF SOLID B. FRAMED FLOOR AREAS 20 PSF AROUND CORNERS, LAPPED A E AT DISCONTINUOUS ENDS IN ACCORDANCE WITH. REINFORCEMENT REQUIREMENTS OF IRC SECTION R404.1.3.3.7. SECTION MEMBERS -SHALL HAVE PLIES CONNECTED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. ,1ST JOIST BUiLT-UP CONVENTIONAL 2x BEAMS SHALL HAVE THEIR PLYS FASTENED IN ACCORDANCE WITH THE FASTENING SCHEDULE. MAXIMUM 2. LIVE LOADS: REFERENCED 7. REINFORCING STEEL SHALL BE NEW BILLET STEEL IN ACCORDANCE WITH ASTM A615, GRADE 60. WELDEDMAX FOR WELDED STEEL WIRE FABRIC AND PLACED' MIN MiNIMUM C HALL CONFORM TO ASTM A185 SPECIFICATIONS WE WIRE FABRIC S W RE F ON A. ATTICS WITHOUT STORAGE 10 ,PSF N BEAM ENDS THAT D0 NOT BEAR DIRECTLY 2D PSF IN ACCORDANCE WITH THE WELDED STEEL WIRE INSTITUTE. ALL DETAILS SHALL BE IN ACCORDANCE WITH ACI, 6. PROVIDE STANDARD JOIST HANGERS ON ALL JOIST ENDS AND B B. ATTICS WITH LIMITED STORAGE WALLS OR BEAMS. UNLESS OTHERWISE NOTED ON THE PLAN, PROVIDE MINIMUM HANGER TYPES AS FOLLOWS: NS NEAR SIDE C. SLEEPING ROOMS 30 PSF DETAIL STANDARD ACI 315. 40 PSF NOMINAL 2x JOISTS U/HU NTS NOT TO SCALE D. DECKS ORM LINE AND GRADE REQUIRED, AND TO MAINTAIN NOMINAL BUILT-UP 2x BEAMS LUS/HUS 40 'PSF 8, CONSTRUCT FORMS TO CONFORM, TO SHAPE, F I NW NORMAL WEIGHT E. ROOMS OTHER THAN SLEEPING ROOMS RIGIDITY TO PREVENT' DEFORMATION UNDER LOAD WiTHIN TOLERANCES SPECIFIED IN ACI 117, STRUCTURAL COMPOSITE LUMBER ,(LVL) HUS/HHUS/HGUS F 3 00 OVER 4 SQ. IN. SUFFICIENT 40 PS TER F. STAIRS I I I, IUS%MfU ON CEN G. ROOF (<4:12 PITCH) 20 PSF (SEE SNOW LOADS) 1 JpiSTS 9. EXPOSED TO VIEW CONCRETE FINISH SHALL BE A SMOOTH FORM FINISH IN ACCORDANCE WITH ACI RAFTERS LRU/LSSR H. ROOF (>=4:12 PITCH) REQUIREMENTS. CONCEALED CONCRETE SURFACES MAY BE A ROUGH FORM FiNISH. ALL FINISHES SHALL BE PT PRESERVATIVE TREATED 16 PSF (SEE SNOW LOADS) COORDINATED WITH ARCHITECTURAL FINISH REQUIREMENTS. 7. ALL WOOD FRAMING SHALL BE FASTENED IN ACCORDANCE WITH THE FASTENING SCHEDULE IN TABLE 3. SNOW LOADS: RB RIDGE BEAM 3.1 OF THE AF&PA WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND 'TWO-FAMILY DWELLINGS 10, ALL INTERIOR SLABS SHALL RECEIVE A STEEL TROWEL FINISH. FINISHING OF SLAB SURFACES SHALL COMPLY CM -2015 AS LISTED FOR EXPOSURE C. OR TABLE R602.3(1) OF THE IRC OR AS INDICATED 1N RO ROUGH' OPENING A. GROUND SNOW LOAD; (p) 25 PSF WITH THE RECOMMENDATIONS OF ACI 302.1 AND 304. RT ROOF TRUSS e ( ) B. FLAT. ROOF SNOW LOAD; , THESE DRAWINGS, THE MORE STRINGENT SHALL APPLY. NAILS FASTENING SHEATHING TO SUPPORTING (Pf) 25 PSF MEMBERS SHALL' BE DRIVEN SO THAT THE NAIL HEAD IS FLUSH WITH THE SHEATHING SURFACE. SCHED SCHEDULE TROFITTED WITH SIM SIMILAR 4. WIND LOADS: 8. ALL' EXISTING SILL PLATES SUPPORTING NEW SECOND FLOOR CONSTRUCTION SHALL BE RE STEEL PACED NOT MORE THAN 32" ON CENTER AND THIN 12" STL NTH DIAMETER MECHANICAL ANCHOR BOLTS S N _ I WI si' SPECIFICATIONS S s n WFCM 15 AM I N G S 0 D FR CE URE WO L 3X3 X0.229 0 D INSTALL A YSIS PR TION WALLS A. DA A MINIMUM EMBEDMENT OF 2Y INTO EXISTING FOUNDATION OF ALL CORNERS' M N 2 B. BASIC WIND SPEED; (VULT) 140 MPH T/ TOP C OD MEMBER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RECOMMENDED PRACTICE OF THE 7S' T&B TOP AND BOTTOM C. EXPOSURE 1. ALL WO PLATE WASHERS ON ALL NEW ANCHOR BOL AMERICAN FOREST & PAPER ASSOCIATION (AF&PA) NATIONAL DESIGN SPECIFICATION FOR WOOD WITH ONE LINE OF BRIDGING FOR EACH 8 FEET OF SPAN. BRIDGING TBR TO BE REMOVED 9. ALL 2x JOISTS SHALL BE PROVIDED H TOS TOP OF STEEL N WITHIN SOLAR -READY ZONE AREAS ON THE PLAN INCLUDE ADDITIONAL LOADS !I ND 5. ROOF FRAMING SHOWCONSTRUCTION (NDS). SHALL CONSIST OF METAL CROSS, WOOD'CROSS (1X3 MIN) OR 2X SOLID BLOCKING OF EQUAL DEPTH TO THE TOW TOP OF WALL ASSOCIATED WITH PHOTOVOLTAIC (PV) SYSTEM PANELS AND MOUNTING HARDWARE. JOIST. CONTINUOUS 1X3 STRAPPING ACROSS THE BOTTOM OF JOISTS SHALL SATISFY THIS REQUIREMENT. 7S TOP OF SLAB - 2. ALL WOOD MEMBERS, ENGINEERED LUMBER, AND PLYWOOD USED IN CONSTRUCTION OF THIS STRUCTURE ENGINEERED LUMBER MEMBERS SHALL BE FREE FROM CRACKS, TYP TYPICAL L: ALL WOOD AND ENG MANUFACTURER. ATERIA A Y THE MA ' BE NEW M REQUIRED B E I SHALL BER SHALL BE SUPPORTED AS REQ OTCHES AND OTHER STRUCTURAL DEFICIENCIES. 10, ENGINEERED LUMBER S N ION NOT HOLES FOUNDAT K , UNKNOWN ' ' 11. FRAMED OPENINGS SHALL .HAVE JACK AND KING STUD QUANTITIES AS FO FLOWS: UNK UNK FOLLOWING PRESUMPTIVE SOIL PARAMETERS: S RTICAL FRAMING HORIZONTAL FRAMING, FIRESTOPS, ANCHORAGE, FURRING AND UNO UNLESS NOTED OTHERWISE 1. THE STRUCTURAL FOUNDATION PLAN IS BASED UPON THE3. WOOD FRAMING SIZE , VE EXTERIOR WALLS A. BEARING CAPACITY 2,000 PSF (IRC TABLE 401.4.1 ) CONNECTORS NOT SHOWN ON DOCUMENTS SHALL BE PER IRC MINIMUM REQUIREMENTS. OPENING' SIZE JACK KING UT UP -TURNED BEAM (FLUSH BOT) UP TO 4'-0" 1-2X 2-2X AM SHALL BE CONFIRMED IN FOR EXTERIOR CONSTRUCTION OR IN CONTACT NTH CONCRETE (SILL PLATES) VB VALLEY BE 2: ALL PRESUMPTIVE SOIL DESIGN PARAMETERS ASSUMED ON THESE DRAWINGS4. ALL WOOD MEMBERS USED OVER 4'-O" TO 8'-p" 2-2X 3-2X A GEOTECHNICAL ENGINEER LICENSED IN THE COMMONWEALTH OF MASSACHUSETTS (OR SHALL BE PRESERVATIVE TREATED (PT) LUMBER. WATER -BORNE PRESERVATIVES SHALL BE USED ANDVIF VERIFY IN FIELD THE FIELD BY - IAL PRIOR TO CONSTRUCTION OF ANY FOOTINGS WITHIN EXCAVATIONS. LUMBER SHALL BE TREATED IN ACCORDANCE WITH AWPA U1 AND USE CATEGORY CONSISTENT WITH THE OVER 8" -0 TO 10 -0 2-2X 2X n , n THE LOCAL BUILDING OFFICIAL) PROPOSED MEMBER USE AS FOL W/ WITH STRUCTURAL FILL SHALL ONLY BE PLACED UPON UNDISTURBED MATERIAL CONFORMING TO THE LOWS: A. 'UC2 INTERIOR POTENTIALLY DAMP LOCATIONS INTERIOR WALLS: JACK KING WSP WOOD STRUCTURAL PANEL REQUIRED MINIMUM BEARING CAPACITY.OPENING SIZE B. UC3B: EXTERIOR NOT iN CONTACT WITH GROUND REQUIRED MINIMUM EXTERIOR IN CONTACT WITH GROUND UP TO 4'-0" 1-2X 1-2X 3. ALL FOOTINGS SHALL BE' PLACED UPON UNDISTURBED MATERIAL CONFORMING TO THE REQ C. UC4A: EXTE 0 BEARING CAPACITY UNLESS NOTED OTHERWISE ON THE DRAWINGS. - OVER 4'-d" TO 8'-0" 2-2X 2-2X BEAR � 5. ALL FASTENERS AND CONNECTORS IN CONTACT WITH PT LUMBER SHALL BE HOT -DIP, ZINC COATED SHBE INSULATED AS REQUIRED ON THE ARCHITECTURAL I BOTTOM OF FOOTING ELEVATIONS SHOWN pN THE PLAN ARE MINIMUM DEPTHS, AND ARE NOT TO BE GALVANIZED STEEL OR STAINLESS STEEL AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S 12. BUiLT-UP HEADERS iN EXTERIOR WALLS ALL 4 AMOUNT OF EXCAVATION REQUIRED TO REACH GOOD DRAWINGS. ALL HEADER PLYS SHALL BE AS SHOWN ON THE FRAMING PLANS,' SEPARATED BY RIGID CONSTRUED AS LIMITING IN ANY WAY THE AM RECOMMENDATIONS. BEARING. NO FOOTING ELEVATIONS SHALL' BE ADJUSTED WITHOUT THE WRITTEN AUTHORIZATION OF INSULATION' AS SPECIFIED ON THE ARCHITECTURAL DRAWINGS TOMEETACTUAL FRAMED WALL THICKNESS ' SPRUCE -PINE -FIR S -P -F AND PLYS FASTENED WITH (2) -ROWS 5 HEADLOK SCREWS @ 12 O.0 FROM EACH S[DE, BUILT-UP HEADERS THE ARCHITECT ENGINEER. 6. ALL (WOOD STUDS, JOISTS AND BEAMS SHALL BE MINIMUM #2 HEM -FIR, OR #2 SPR ( ), WALLS SHALL BE SEPARATED BY LAYERS OF / OR BETTER. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OR AN APPROVED LUMBER TESTING IN INTERIOR WALLS OR NON -INSULATED HEADERS IN EXTERIOR Y" WSP TO MEET WALL THICKNESS. - z 0. I WITH DOC PS -20. I I ACCORDANCE ANCE C IN CC TEMPORARY CONSTRICTION SHORING OR GRADING NG AG EN Y I 13. ALL BUILT-UP SEAMS AND ENGINEERED WOOD BEAMS MUST. BE .SUPPORTED BY POSTS WITHIN THE WALL THE EXISTING STRUCTURE PROPOSED TO BE ALTERED WILL REQUIRE TEMPORARY CONSTRUCTION 7. ALL:ENGINEERED NGINEERED WOOD PRODUCTS SHALL BE (LEVEL TRUS JOIST AS MANUFACTURED BY WEYERHAEUSER OR 1: PORTIONS Of I AN APPROVED SUBSTITUTE. WHERE AN ALTERNATE PRODUCT IS PROPOSED; LAMINATED VENEER LUMBER FRAMING. THAT ARE DIRECTLY ALIGNED WiTH THE BEAM ABOVE AND MEET OR EXCEED .THE WIDTH OF THE SHORING. MANUFACTURED TO (THE MINIMUM PROPERTIES FRAMING MEMBER SUPPORTED. WHERE SOLID OR'ENGINEERED POSTS ARE SHOWN ON THE DRAWINGS, THOSE UMBER (PSL) SHALL BE MANU AC (LVL) AND PARALLEL STRAND L ACCORDANCE WITH THE MINIMUM POST REQUIREMENTS. I I SPECIFIED BELOW. ALL ENGINEERED WOOD PRODUCTS SHALL BE tNSTALLEfl I iN AC SHALL BE CONSIDERED TO SATISFY THE 2 ALL SHORING WORK SHALL BE CARRIED OUT BY A QUALIFIED SHORING CONTRACTOR WiTH EXTENSIVE A D TAILS PROVIDED BY THE MANUFACTURER. EXPERIENCE IN SIMILAR TYPE ONE OR PROJECTS. ROOF THE FOLLOWING: OQUEST OF THE OWNER THE SHORING DETAILS ON THESE DRAWINGS AND THE MiNIMUM STAND R DE 14. CONVENTIONAL RAFTER FRAMING AND RIDGE BOARD: CONTRACTOR SHALL PROVIDE PROPERTY LVL PSL COL A. REFERENCE PROJECTS WITH CONTACT E P RSONS. RIDGE BOARDS OF MINIMUM 2x MATERIAL WITH A DEPTH TO MATCH THE VERTICAL CUT OF A CONVENTIONAL B. CERTIFICATE OF INSURANCE FOR OWNER APPROVAL. MODULUS OF ELASTICITY. (E), psi 2.0x10 s 1.8x10RAFTER SHALL BE PROVIDED ALONG ALL RIDGE LINES SHOWN ON THE PLAN UNLESS A RIDGE BEAM IS .. .s � SPECIFIED. WHERE THE VERTICAL RAFTER CUT EXCEEDS 1 iYa", PROVIDE AN LSL OR LVL RiDGE BOARD. N AND PROTECT THE RAL STRESS Fb si 2,600 2,400 S LOCATED AT A 3. THE SHORING CONTRACTOR SHALL PROVIDE SHORING AS NECESSARY TO MAINTAIN FLEXU ( ), P PROVIDE COLLAR TIES ON CONVENTIONAL RAFTER FRAMING OF AT LEAST 2x6 BOARDS EXISTING BUILDING COMPONENTS PROPOSED TO REMAIN IN PLACE. ALL SHORING SHALL BE INSTALLED TO COMPRESSION PERPENDICULAR( (Fc) 750 425 Y P I ' Fc I 2 510 .2,500: DISTANCE OF Ys OF THE RIDGE HEIGHT DOWN FROM THE RIDGE BOARD AND A ,MAXIMUM SPACING OF 32" O.C. PREVENT SETTLEMENT, SHIFTING AND/OR MOVEMENT OF AN PORTION OF THE STRUCTURE. 0 COMPRESSION PARALLEL ( ) SHEAR PARALLEL Fv 285 190 15. CONSTRUCTION BRACING SHALL BE PROVIDED BY THE CONTRACTOR TO MAINTAIN THE BUILDING PLUMB AND THE SHORING CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR METHODS AND SEQUENCING OF SHORING TRUE._ THE BRACING SHALL REMAIN IN PLACE UNTIL ALL THE LOAD BEARING ',AND BRACE WALLS ARE 4. H ' OPERATIONS AND FOR THE STRUCTURAL INTEGRITY OF THE SHORED CONSTRUCTION DURING SHORING'WORK g ALL'' WOOD STRUCTURAL PANEL (WSP) SHALL CONFORM TO THE REQUIREMENTS OF DOC PS -2 WITH A BOND COMPLETELY SHEATHED, CONNECTED AND ANCHORED, AND FOR THE ENTIRE DURATION THAT SHORING IS IN PLACE. CLASSIFICATION OF EXPOSURE 1, WOOD STRUCTURAL PANEL SHALL BE STAMPED WITH AN APA TRADEMARK HEAR . WHEN ABSOLUTELY NECESSARY, CUTTING : INDICATING THE THICKNESS, GRADE AND SPAN RATING INDICATED ON THE DRAWINGS AND WITHIN. THE S 16. CUTTING AND NOTCHING SHALL BE AVOIDED WHEREVER POSSIBLE ADHESIVE` AND MECHANICAL ANCHOR SYSTEMS WALL AND DIAPHRAGM NOTES. AND NOTCHING OF STRUCTURAL FRAMING AND LOAD BEARING AS SHALL BE LIMITED BY THE -PROVISIONS OF THE IRC. 1. ALL ADHESIVE AND MECHANICAL ANCHORS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE 9. ALL JOIST HANGERS, COLUMN CAPS, COLUMN BASES, HOLDOWNS, METAL CONNECTOR PLATES AND OTHER FLOOR FRAMING R502.8 AXONS AND RECOMMENDATIONS ENGINEERED WOOD CONNECTION PRODUCTS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE CO.,INC. WALL FRAMING 8602,6 (WWW.SIMPSONANCHORS.COM) OR AN APPROVED SUBSTITUTE. ALL SPECIFICATIONS i OUTLINED IN THE SIMPSON ANCHORING AND FASTENING SYSTEMS" TECHNICAL MANUAL LATEST (www.strongtie.com) OR AN APPROVED SUBSTITUTE, ALL PRODUCTS SHALL BE INSTALLED iN STRICT ROOF/CEILING FRAMING R802.7 ARE A5 EDITION. ' ', ACCORDANCE .WITH ALL OF THEM MANUFACTURER'S RECOMMENDATIONS. 17. ROOF AND FLOOR FRAMING LAYOUTS ARE PROVIDED TO ILLUSTRATE CONDITIONS OF CONSTRUCTION AND DO 2. ALL ADHESIVE AND MECHANICAL ANCHORS SHALL BE LOCATED TO MEET MINIMUM EDGE AND END DISTANCES CES NOT NECESSARILY INDICATE SPECIFIC QUANTITIES OF MATERIALS OR COMPONENTS REQUIRED FOR SPECIFIED FOR THE INSTALLATION LOCATION ENCOUNTERED IN THE FIELD. ALL ANCHORS SHALL BE CONSTRUCTION. INSTALLED IN STRICT ACCORDANCE WITH ALL: MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES. 18. MINIMUM STUD SIZE AND LAYOUT FOR LOAD BEARING AND BRACE WALLS 3. WHERE ADHESIVE AND MECHANICAL ANCHORS ARE SPECIFIED TO BE ANCHORED INTO SOLID CONCRETE WALLS, EXTERIOR WALLS 2x6 © 16" O.C. (2x4 @ 16" O.C. WHERE REQUIRED TO MATCH EXISTING) ANY OTHER STRUCTURAL CONCRETE, EXISTING OR PROPOSED, THE CONCRETE SHALL INTERIOR WALLS 2x4 ® 16" O.C. MIN (SEE ARCHITECTURAL DRAWINGS} SLABS, BEAMS AND/OR HAVE A MINIMUM 28 DAY STRENGTH OF 3,000 PSI. 19, ALL DECK FRAMING DETAILS NOT SPECIFICALLY IDENTIFIED ON THESE DRAWINGS SHALL BE PROVIDED PER THE PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE, DCA 6-15 PUBLISHED BY THE AMERICAN WOOD 4. ALL BORE HOLES INTO THE ANCHORAGE BASE SHALL 8E DRILLED WITH A CARBIDE BIT, CLEANED WITH PRESSURIZED AIR AND A WIRE BRUSH. THE DIAMETER AND TYPE OF DRILLBIT SHALL BE AS SPECIFIED IN COUNCIL. THE SIMPSON "ANCHORING AND FASTENING SYSTEMS" TECHNICAL MANUAL LATEST EDITION. 5. ANCHOR SELECT( ON SHALL BE AS FOLLOWS, WS, UNLESS NOTED OTHERWISE: ADHESIVE. ANCHOR A. AD I a. CONCRETE SET -XP B. MECHANICAL ANCHOR a. CONCRETE WEDGE -ALL, STRONG -BOLT, TITEN HD I I , I , (E) 2x4 @ 16" O.C., VIF 5/" DIA. AB w/ 3"x3"x0.229 / PLATE WASHER @ 32" O.C. MAX, ADD ANCHORS AND PLATE WASHERS AS REQ'D TO MEET' SPACING REQUIREMENTS AT ALL P424 (4)-2x4 - ; P226 () 2 -2x6 - P326 (3)-2x6 P426 (4)-2x6 - I ' I BC/BCS/ABU44 P44 44 AC/LPCZ/LCE (NOTE #3) 1 2 4 5 I BC BCS ABU66 P66 6x6 AC/LPCZ/LCE / { NOT E3 I #} AC / BC BCS ABU44 P33P 3Y� x3Y LPCZ PSL %ICE (NOTE #3) 12" DIA SONOTUBE, BOT BC BCS ABU44 MIN 48" BFG, TYP OF 2, „ 1 / % 0 ARC DWG AC (LPCZ ICE „ LOCATE PER H P35P 3Y x5Y PSL / 4 ( / 2 I NOTE 3 I 12 THICK CONC STRINGER ( ) PAD w/2-#4 CONT BOT,, O _ L BC/BCS/ABU66 TYP OF 2' 21 TYP 2 [::P:5:5�P 5Y"x5Ya" PSL AC/LPCZ/LCE NOT E 3 CONC OR SOLID { #) S1.0 SAWCUT NEW FLOOD VENT OPENING GROUTED IN IN (E) FNDN WALL PER ARCH DWG, MASONRY INFILL 6" EXT CONC SLAB M R L POST SCHEDULE NOTES. TYP 3 LOCATIONS IN HOUSE FNDN {E} VENT OPENIN I I _ °� — ' , � -PT" ADDED TO THE POST MARK INDICATES A PRESSURE TREATED POST. - 2. PROVIDE POST CAPS SHOWN ON ALL FREE STANDING POSTS OR AS INDICATED ------ - - - - - - ON THE DRAWINGS. CAPS NOT REQUIRED FOR POSTS WITHINWALLS UNLESS SPECIFICALLY NOTED ON THE PLAN. i B 1 SAWCUT NEW FLOOD I 3. ABU BASES ARE REQUIRED ONLY POSTS BEARING ON CONCRETE. AT 0 E DIRECTLY t I JF2 E E MASONRY. PIER w NEW OV TYP BC OR SCS WHERE THE'POST IS SUPPORTED BY A BEAM, VENT OPENING N (E) {) % PROVIDE E I FNDN WALL PER ARC H THICKEN OUTSIDE SLAB GROUTED 16 x16 MASONRY WITHIN WALLS UNLESS. SPECIFICALLY NOTED { i BASES NOT REQUIRED FOR POSTS DWG, TYP 2 LOCATIONS EDGE TO MIN 8" BELOW i N NEW FTG, TYP OF 4 ON THE PLAN. AT WINDMILL FNDN ADJACENT GRADE I, i ALIGN RIGHT SIDE ALIGN RIGHT SIDE � I CENTER ONI CENTER ON ! OF (E} PIER,., VIF � OF (E) PIER, VIF I E PIER VIF. � E PIER V!FEQ EQ F2.5 F2.5 F2.5 F2.5 -- -- -- -I I— �I � —I r�; 3 TYP F771: I 1 s1.oFOUNDATION PLAN NOTES: LJLJL 12" DIA SONOTUBE, BOT MIN 48 BFG, TYP OF 2, FOUNDATION PLAN I LOCATE PER ARCH DWG DETAILS DATE ISSUED: 09.01.202 REVISIONS: NO. I DESCRIPTION DATE ul), ti N C) CONC OR S OLID I 4-01 a i C — � �cm\ If — co C3 w o5i DL' Lo -c > F w t AND ABBREVIATIONS. co o REMAIN, REMAIN, VERIFY SOLID GROUT P424 (4)-2x4 - ; P226 () 2 -2x6 - P326 (3)-2x6 P426 (4)-2x6 - I ' I BC/BCS/ABU44 P44 44 AC/LPCZ/LCE (NOTE #3) 1 2 4 5 I BC BCS ABU66 P66 6x6 AC/LPCZ/LCE / { NOT E3 I #} AC / BC BCS ABU44 P33P 3Y� x3Y LPCZ PSL %ICE (NOTE #3) 12" DIA SONOTUBE, BOT BC BCS ABU44 MIN 48" BFG, TYP OF 2, „ 1 / % 0 ARC DWG AC (LPCZ ICE „ LOCATE PER H P35P 3Y x5Y PSL / 4 ( / 2 I NOTE 3 I 12 THICK CONC STRINGER ( ) PAD w/2-#4 CONT BOT,, O _ L BC/BCS/ABU66 TYP OF 2' 21 TYP 2 [::P:5:5�P 5Y"x5Ya" PSL AC/LPCZ/LCE NOT E 3 CONC OR SOLID { #) S1.0 SAWCUT NEW FLOOD VENT OPENING GROUTED IN IN (E) FNDN WALL PER ARCH DWG, MASONRY INFILL 6" EXT CONC SLAB M R L POST SCHEDULE NOTES. TYP 3 LOCATIONS IN HOUSE FNDN {E} VENT OPENIN I I _ °� — ' , � -PT" ADDED TO THE POST MARK INDICATES A PRESSURE TREATED POST. - 2. PROVIDE POST CAPS SHOWN ON ALL FREE STANDING POSTS OR AS INDICATED ------ - - - - - - ON THE DRAWINGS. CAPS NOT REQUIRED FOR POSTS WITHINWALLS UNLESS SPECIFICALLY NOTED ON THE PLAN. i B 1 SAWCUT NEW FLOOD I 3. ABU BASES ARE REQUIRED ONLY POSTS BEARING ON CONCRETE. AT 0 E DIRECTLY t I JF2 E E MASONRY. PIER w NEW OV TYP BC OR SCS WHERE THE'POST IS SUPPORTED BY A BEAM, VENT OPENING N (E) {) % PROVIDE E I FNDN WALL PER ARC H THICKEN OUTSIDE SLAB GROUTED 16 x16 MASONRY WITHIN WALLS UNLESS. SPECIFICALLY NOTED { i BASES NOT REQUIRED FOR POSTS DWG, TYP 2 LOCATIONS EDGE TO MIN 8" BELOW i N NEW FTG, TYP OF 4 ON THE PLAN. AT WINDMILL FNDN ADJACENT GRADE I, i ALIGN RIGHT SIDE ALIGN RIGHT SIDE � I CENTER ONI CENTER ON ! OF (E} PIER,., VIF � OF (E) PIER, VIF I E PIER VIF. � E PIER V!FEQ EQ F2.5 F2.5 F2.5 F2.5 -- -- -- -I I— �I � —I r�; 3 TYP F771: I 1 s1.oFOUNDATION PLAN NOTES: LJLJL 12" DIA SONOTUBE, BOT MIN 48 BFG, TYP OF 2, FOUNDATION PLAN I LOCATE PER ARCH DWG DETAILS DATE ISSUED: 09.01.202 REVISIONS: NO. I DESCRIPTION DATE MINIMIZE POTENTIAL SETTLEMENT DUE TO THE ADDITIONAL WEIGHT IMPOSED ON THE NATURAL SAND BASE 12" THICK CONC STRINGER E VENT OPENING E VENT OPENING MATERIALS. WE RECOMMEND THAT THE FILL IS PLACED DURING THE DEMOLITION PHASE ONCE INTERIOR PAD w/:12-#4 CONT BOT FOUNDATION IMPROVEMENTS ARE COMPLETE OR EARLY IN THE ROUGH FRAMING PHASE. CONSIDER USE I SUCH S A LIGHTWEIGHT EXGAVATABLE FLOW FILL 80 PCF TO 115 FULL ANCHOR EWE OF LIGHTWEIGHT FILL MATERIALS UC A L TW ( — — — — _ D — A I PCF). CONSULT A GEOTECHNICAL ENGINEER FOR MORE DIRECTION ON MITIGATING POSSIBLE SETTLEMENT. A SHALL BE w IN{E} CONC WALL AT UNREINF INFILLS ON THIS PLAID SHALL BE TAKEN FROM THE ARCHITECTURAL 5. DIMENSIONS NOT SHOWN DRAWINGS. _--- -- - -I i I1 _ „A .. 7C" fNrN,.,r-I i„k A" ri,orn CSE PROJECT #: 0593 DRAWN BY: BV SCALE: AS NOTE CONC OR S OLID I ! (E) MASONRY PIER TOSim — — — — — 1. SEE DRAWING S0.1 FOR STRUCTURAL NOTES AND ABBREVIATIONS. GROUTED REMAIN, REMAIN, VERIFY SOLID GROUT " 2. FOOTINGS DENOTED F#.# ARE SCHEDULED AS FOLLOWS: MASONRY INFILL (E) VENT OPENING OR FILL SOLID OR REPLACE S1.0 F2.5: 30"x30"x10„/ w 3- 4 BARS EACH WAY BOTTOM. # — — — — V 3. SLAB -ON -GRADE: 'x I 12 DIA SONOTUBE, BOT 9 ; i NEW SOLID GROUTED MASONRY PIER ON >, 16x16 NEW FTG CONC INFILL (E) DOOR 12 THICK CONC STRINGER EXTERIOR SLAB _ '; " MIN 48 BFG, TYP, OF 2, I BTWN (E) PIERS I OPENING, WATERSTOP PAD w/ 2-#4 CONT BOT " 6 THICK NORMAL WEIGHT CONCRETE SLAB _ " -ON -GRADE REINFORCED WITH 6x6 W2.9xW2.9 WWF AT 2 LOCATE PER ARCH DWG � CRAWL SPACE FILL 3 -SIDES, 4 HORIZ T&B # FROM SURFACE. BROOM FINISH. CONC OR SOLID - {SEE NOTE #4 } CONC OR SOLID GROUTED GROUTED 4. PLACEMENT OF CRAWL SPACE FILL SHALL BE COORDINATED WITH THE CONSTRUCTION SCHEDULE TO MASONRY INFILL ;.. � � .MASONRY INFILL MINIMIZE POTENTIAL SETTLEMENT DUE TO THE ADDITIONAL WEIGHT IMPOSED ON THE NATURAL SAND BASE 12" THICK CONC STRINGER E VENT OPENING E VENT OPENING MATERIALS. WE RECOMMEND THAT THE FILL IS PLACED DURING THE DEMOLITION PHASE ONCE INTERIOR PAD w/:12-#4 CONT BOT FOUNDATION IMPROVEMENTS ARE COMPLETE OR EARLY IN THE ROUGH FRAMING PHASE. CONSIDER USE I SUCH S A LIGHTWEIGHT EXGAVATABLE FLOW FILL 80 PCF TO 115 FULL ANCHOR EWE OF LIGHTWEIGHT FILL MATERIALS UC A L TW ( — — — — _ D — A I PCF). CONSULT A GEOTECHNICAL ENGINEER FOR MORE DIRECTION ON MITIGATING POSSIBLE SETTLEMENT. A SHALL BE w IN{E} CONC WALL AT UNREINF INFILLS ON THIS PLAID SHALL BE TAKEN FROM THE ARCHITECTURAL 5. DIMENSIONS NOT SHOWN DRAWINGS. _--- -- - -I i I1 _ „A .. 7C" fNrN,.,r-I i„k A" ri,orn CSE PROJECT #: 0593 DRAWN BY: BV SCALE: AS NOTE Kv 3 R :. �. NONE IF OMITTED) EEXAMPLE - ! '' I RAFTER .PER PLAN » H328 - 3 -PLY, 2x8, HEADER FB214L = 2 -PLY 14 LVL, FLUSH BEAM OAL - PRESERVATIVE TREATED, DROP BEAM .2x10 NAILER W/ '2-16d D62210 PT - 2 PLY, 2x10, DIRECT @ '16" O.C. TO t �` „ n JST BELOW n EA N FR TI EA 2 D L , MARK A LOCATION MARK C TYPE N6 E H HEADER L LVL DB DROP BEAM LS LSL FB FLUSH BEAM P PSL RB RIDGE BEAM GL GLU-LAM VB VALLEY BEAMIL (4)-2x6 - - HIP BEAM 4x4 AC/LPCZ/LCE jUT±U=P-T=LfRNED (BOT FLUSH) - - KING STUD TO 4X10"x8" TIMBERLOK EA RAFTER TO BLK IN FLR BELOW JST/RIM BELOW >n FOS ti CID 2x1Q JOIST SISTER @ 16 O.C. CUT SLOT IN FLR , 2x10 RIM BOARD w/ 3-10d DIRECT o SHEATHING FOR TIE TO EA JST .... PER PLAN CANTILEVER PER PLAN f- BACK -SPAN P n 2x10 BLK BTWN JST i 16D TOE Q 4 O.C. RIM BOARD TO £13 O O JACK / UNDER KING K. } .... ,... , . v TOP PLATE � _ U)ABOVE NEW SUBFLR _ APPLIED EE PER ARCH DWG AV 0 II W N CONT 2x10 - _ - M ET K D TREA TM N MAR DIV IBTWN JST �' v PT PRESERVATIVE TREATED W WOLMANIZED CONVENTIONAL LUMBER ENGINEERED LUMBER MARK "B" QUANTITY -SIZE MARK "B" QUANTITY -SIZE L T E PLATE _ >" >Y -�--- � C; Q c� Q „ .,w . E 1ST FLR Y VIF w +- SUBFLR, VIF - VERIFY 8D COMMON ® 4 O.C. OR � I- D in PROVIDE ADD L NAILINGi3 ;tom (n a Q i THING SEAM WHERE 1- I- H2.5A CLIP EA JST TO (E) PLATE (E) HORIZ SHEATHING y, w a OCCURS 0 w v 2x CONT BLK ALONG ALL HORIZ s.. 25 (2)-1%x5� FASTEN SISTER TO (E) JST ' „ 2x10 RIM BOARD SEAMS, WHERE OCCURS w/IN SW -4 � 3 -13/ x5Y � � w/ 3 -ROWS 10d � 12 O.C. ONLY EN (E) WSP TO 2x BLK 226 (2)-2x6 35 O a 2 (E) 2x6 SILL PLATE, VIF O a n „ CONT 2x10 ,� EXTERIOR WALL W/ 8d 4 4" O.C. w/IN 2 -1 /a x7Ya REiNF (E) 326 (3)-2x6 27 ( } �, » BLK BTWN JST Q (E) 8 CONC FNDN SW -4 ONLY a WALL, VIF DESIGNATED AS A BRACE WALL, - 37 (3) 1 /a x7Ya SW -4 PER PLAN VERIFY (E) WSP SHEATHING OR o _ s n ! °. FIN GRADE VARIES .. N 29 (2) 1l x9Ya 228 (2)-2x8 n n PER SITE PLAN HQU5 HOEDOWN WHERE OCCURS PROVIDE. NEW PER WOOD Y4 g PER PLAN CONSTRUCTION NOTE #1 ON S0.1. 328 (3)-2x8 39 (3} 1 /a x Ya w/IN SW -4 ONLY 49 (4)-1 x9Y ri n _ - - - VERIFY 8D COMMON ® 4 O.C. OR 3 -1 N x9Y F• N 2210 2 -2x10 310 O a 2 FIRST FLOOR CANTILEVER O E 1ST FLR F PROVIDE ADD L NAIL►NG PER SW -4, v U ti E 2 -1% x11 SCALE: 3 4 = V-0" S�' UBFLR VIF L LATE LINES SOLE TOP �? 3210 (3)-2x10 212 (} a fs / TYP ALL P ( P4 c 3 AND SILL);: 312 (3)-1 /"x11 /�,> Ww �� „ » W Y - rn — 3 „ (7 p 2 1 /a x14 _ 2212 (2} 2x12 214 ( ) �I 3„ „ � � � (E) RIM BOARD, VIF Z 2 m o m 3212 (3) 2x12 316 (3)-1 / x16 „ �' C7 m c DBL ROW OF 8d STAGGERED Q 3 v � r W � a < r O U .. .._. - - - - O.C. ALONG SILL PLATE t+o, J2 (E) SILL PLATE, VIF O b V' _ I — VA" DIA. DRILLED IN AR POST SCHEDULE _ MARK SIZE POST CAP POST BASE O P224 (2)-2x4 _ P324 (3)-2x4 - P424 (4)-2x4 P226 (2)-2x6 - - - P326 (3)-2x6 - P426 (4)-2x6 - - P44 4x4 AC/LPCZ/LCE BC/BCS/ABU44 (NOTE #3) P66 6x6 AC/LPCZ/LCE, BC/BCS/ABU66 (NOTE #3) P33P 3Y"x3Y" PSL ACjLPCZ/LCE BC/BCS/ABU44 (NOTE #3) P35P 3Y"x5Ya" PSL AC/LPCZ/LCE BC/BCS/ABU44 (NOTE #3) P55P 5Ya"x5Ya" PSL AC/LPCZ/LCE BC/BCS/ABU66 (NOTE #3) l NLN tLUVU Vtty I vrLININV i 1 1 00— � — ES• � _ - � — — POST SCHEDULE NOT _ 1 — • TE f.- -PT ADDED TO THE POST MARK INDICATES A PRESSURE � '' TREATED POST. 2 0 C TI 2. PROVIDE POST CAPS SHOWN' ON ALL FREE STANDING POSTS OR AS INDICATED z Q 16 O.C. a 2x8 -PT LEDGER BOARD w/ 2 -ROWS ON THE DRAWINGS. CAPS NOT REQUIRED FOR POSTS WITHIN WALLS UNLESS _ i � Ya"x3�" LEDGER LOK SCREWS @ 16" FIRST. FLOOR Y NOTED ON THE PLAN. INVERTED H SPECIFICALL DU5 ON FB TO v O.C.O EA E STUD 3. ABU BASES ARE REQUIRED ONLY AT POSTS BEARING DIRECTLY ON CONCRETE. RECEIVE THREADED ROD FROM Q ) I m FRAMING PLAN & SUPPORTED BY A BEAM. HOLDOWN IN WALL ABOVE PROVIDE TYPE BC OR BCS WHERE THE POST IS I i m� ®ETA LSTEDBASESNQT REQUIRED FOR POSTS WITHIN WALLS UNLESS SPECIFICALLY NO I ON THE PLAN._ _ _ _ _ _ _ _ I — i r � I � � P44 -PT 2x1 .... C CON BLK ALO G BACK SPA ENS y v> iLL 1 1 w LU ao 2) 2x � � N c� � BLK LR C VITY SOLI LK FLR CA ITY OLID u. --- �--- RE AIR B SPLI E � �-' Ij 2x10 FB G TO BM BELO TY O FN)N B LOW ►�. 1 (2) , BY EXPA DING BR O OVE TYP v, T cn v CI ao POSTS T B2 IRT' P M U- L.- ON NEW PIER t- Q _ ._ _ _ DATE ISSUED: 09.01.2022 o o � I I w ro _ _._____ N X x x F a 3 2 x10 D B c� , , _CID REVISIONS. NO. DESCRIPTION LAJ L w DATE i I .�• --� �---1 � l 2x12 -PT STRINGERS FIRST FLOOR. FRAMING PLAN NOTES. . S1.0 EPAI PER ARCH DWG (E) WINDMILL EW U P E R BELOW, ( ) BM S LICE 1. SEE DRAWING S0.1 FOR STRUCTURAL NOTES AND ABBREVIATIONS: NO WORK) ) PR VIDE MIN x -PT :BRG Y E PAND NG B- G i PLAT UNI ER — — — BM, TYP , N N'W PIER 2.P0 TS DENOTED P#SEE POST SCHEDULE. 16 0 CVE — 8-P { . (E) x10 x 3. FLOOR DIAPHRAGM SHEATHING ON ALL NEW INTERIOR FLOOR AREAS AND WITHIN EXISTING FLOOR AREAS &C - NOTES NOTES ON DRAWING S0.1. ®16" THAT REQUIRE NEW OR REPLACEMENT PER WOOD GD 2x8 -PT LEDER 'BOAR " " EDGER LOK E) J CK P ST, F 4. PORTIONS OF THE EXISTING FRAMING SHOWN ON THIS PLAN MAY REQUIRE TEMPORARY CONSTRUCTION w/ Y x3� L SHORING TO FACILITATE THE INSTALLATION OF NEW FRAMING. SEE TEMPORARY CONSTRUCTION SHORING SCREWS @ 8" O.C. ' F 228 PT STAGGERED TO (E) RIM NOTES ON DRAWING S0.1. _ BOARD 2x10 LEDGER BOARD w/ 3 -ROWS CSE PROJECT #: 05935 ABU44 BASE AT FB BRG ON CONC 10d 0 12" O.C. TO (E) RIM JST PIER, PAD OUT w/ PT -SHIMS FOR_ TIGHT FIT, TYP OF 2 — - — — A DRAWN BY, BW A ALE: AS NOTED D 2 x 8- T SC - 6 G OLA 1 n RG , 2x8 PT JST EA SIDE PE , „ 2x8 -PT LEDGER BOARD w/ Y x3la S1.0 POST ABOVE, (2)-Y� DIA. I I DRAWING NO.: E THRU-BOLT BASE OF EA POST LEDGER LOK SCREWS 8n O.C. STAGGERED TO (E) RIM BOARD BTWN JST, TYP 4 LOCATIONS F 228 PT , ABU44 BASE AT FB BRG ON CONC PAD OUT w PT -SHIMS FOR PIER,, / 5 6 S2111 TIGHT FIT; TYP OF 2 I d Catalyst Architecture! interiors, Inc. Ail rights reserved. FIRS T I OOR ! PLAN the Copyrights to all designs and drawings a the property Catalystst Arcititectute (Interiors, Inc. No use or reproduction of this material 6 permitted without expressed written consent, 1/4" -- I I ASCHEDULE it B FRAMING MEMBER SIZE r A�t, s , QUANTITY (PLYS) C TYP E.(2 x IF OMITTED) 2x10 LEDGER w/ 3-10d @ »An LOCATION nDn TREATMENT je , r -t I n EXTERIOR 16 O.C. TO EA STUD £, NONE IF OMITTED I ` 062210 —PT ( ) — A ND RAFTER EXAMPLESn II SHEATHING PER i 4 16d TOE E E FB214L = 2 -PLY 14 LVL, FLUSH BEAM WOOD H328 = 3 -PLY, 2x8, HEADER FLR DIAPHRAGM TO SUPPORTS, TYP — 2—PLY 2x10 PRESERVATIVE TREATED, DROP BEAM CONSTRUCTION „ n D82210—PT PER PLAN IO.C. GP 6 0 SHEATHING OK � 1 Y x4 TIMBERL I 4 NOTE SHEATHING TO RIM � I � TO EA JST BELOW MARK „A„ LOCATION MARK "C" TYPE {EN SHE } ER PLAN H HEADER L LVL DB DROP BEAM LS LSL FB FLUSH BEAM P PSL RB RIDGE BEAM GL GLU—LAM VB VALLEY BEAM — — HB H I BEAM — I I KING STUB TO 2x10 UT UP—TURNED BOT FLUSH ( ) — — n n _ - TOE NAIL RIM JST - I + _ - - TREATMENT — %— ' II MARK D 2x10 BLK BTWN JST--' Q z Tn nl r Tr. ... r i C..1 \ 1 U PT PRESERVATIVE TREATED W WOLMANIZED CONVENTIONAL LUMBER ENGINEERED LUMBER MARK "B" QUANTITY -SIZE MARK "B" QUANTITY -SIZE -,-1"x5Y,r 1 VERIFY 8D COMMON FB PER PLAN -� i 5 O 25 TYP BOT BM TO x6 35 (3)-1 /a2-2 226 (} "xSYz n 2-10d EA END @ 4 O.C. OR L_ .L — FASTENER LINE JST HANGER BLK TO JST „ I PROVIDE ADD'L ', ', � 3 OR CLG JST PER PLAN w 2-1Od - 2x6 27 (2)-1 /a x7Ya NAILING FB SPECIFIED DEEPER THAN FLO / — 326 (3) FOR BUILT—UP 2x BEAMS. S..� �, „ JST DEPTH SHALL BE SET FLUSH TOE EA END TO SUPPORT _(3)4Y4%7Ya SOLID BLK ®48 O.C. TO FASTEN BM PLYS TOGETHER PER NAILING SCHED M 37 -II 3-16d .TOE NAIL TO 70P OF FRAMING AND EXTEND n ,> ATH JST DEPTH IN - - - - 3 MATCH FOR BUILT—UP LVL BEAMS ONLY: N — ATE I H2.5A-CLIP. EA RAFTER. TO -PLATE L TO TOP PL x9 BK 2 1/ Y OW 2 —2x8. 29 O a a BELOW 228- O FIRST TWO BAYS FASTEN BM PLYS TOGETHER AS RECOMMENDED I 3—1Y"x9Y'> — WS "x33/" TRUSS LOK HDR PER PLAN 328 (3)-2x8 39 (} a BY MFR (MIN 2 RO Ya a _ 3 n SCREWS '@ 24" O.C. FROM EA SIDE} Q 49 (4) 1 /a x9Ya n. n : .. - I I ED BEAM ,. 2 -2x10 310 �3)-1%a x9Y2 FLUSH BEAM �CATURN 2210 O J01 T PARALLEL PER/METER 2x 1 3 7 V� �� E n , 2 _ n _ '_p" " = 1'-0" k'" ` ? 1 p 3 —2x10 212 (2) 1 /a x11 /a 31-1/2' SCALE: 1 1 j2 — 1 32 O SCALE: !�► ¢ Q `d 3 '13/C E /ax1in Lu �2 _ 312 (3)—1 a� m 214 3 z — x12 (2}-11a x14 „ ,> k 2212 ( I 2 2 —13 x16 � cQ c 3212 3 -2x12 316 (3) O LU M r j �u _i I I II ; I'I I I, CHEDULE Uj Ln jos r s I I li OST CAP POST BASE P ; EII li MARK SIZ I J z to P224 (2)-20 I ILu P324 (3)-2x41 Ld P424 (+24 —2x4 j I Iui P226 (2)-2x61 3 —2xfiCn P326 (} P426 (4)-2x6 ABU44 S 6 BC/Bcs/ 4 P44 4x4 AC/LPCZ/LCE 2 (NOTE #3) TAPERED END CUT PERMITTED EA END OF , I I I rr C LPCZ L CE BC/BCS/ABU66 UT316L BM TO CLEAR UNDERSIDE OF ROOF, 6x6 A ,, P66 / / (NOTE #3)Uj MIN 9 II VERTICAL AT BRG ENDS .AND MIN 3:.12 RED SLOPE BACK TO FULL 16" DEPTH TAPE HDU5 ON P55P, z 0 p I BC/BCS/ABU44 � � i P33P 3Y x3Yz PSL AC/LPCZ/LCE NOTE 3 ( #) SIM TO 1 /S2.1 ABU44 I I 1 HANGER HHUS5,5/10 w/ „ n BC/BCS/ S2.2 n nom P35P 3Y x5Ya PSL AC/LPCZ/LCE (NOTE #3) VERIFY E HDR (3)—Y x5 TRUSS LOK PLY O R HDU5 ON P55P, SCREWS ON SUPPORTING BM, BCS ABU66 MIN (2} 2x8 O N226 H226 H226 H226 BC/ i EA SIDE HANGER, 6 TOTAL 0. P55P 5Ya x5Ya PSL AC/LPCZ/LCE (NOTE #3) TALL NEW SIM TO 1/52.1 JST @ 16' O.C. ? INS [44 CL 6' SW -14 UT3 6L _ — H228 — _ SW -4 — 224 H228 H228 _ _ — POST SCHEDULE NOTES. 1 P 5P Q P 55P _ I MIN 2 BAYS 2x10 BLK {� 1 PT ADDED TO THE POST MARK INDICATES A PRESSURE TREATED POST. I cn I III — — _ — - — — — i FB39L 1 .� 48" O.C. ALONG EXT WALLS 2. PROVIDE POST CAPS SHOWN ON ALL FREE STANDING POSTS OR AS INDICATED — — — — — — _ PARALLEL TO JST, TYP WINGS. CAPS NOT REQUIRED FOR POSTS WITHIN WALLS UNLESS ON THE DRAWINGS. HANGER US5 5/10 SECOND FLOOR SPECIFICALLY NOTED ON THE PLAN. j D ONLY AT POSTS BEARING DIRECTLY ON CONCRETE. BASES ARE .REQUIRE — 3 ABU B � I FRAMING PLAN OD SHEATHING PROVIDE TYPE BC ORI BCS WHERE THE POST IS SUPPORTED BY A BEAM. I PLYWO WALL REQUIRED FOR POSTS WITHIN WALLS UNLESS SPECIFICALLY NOTED ON INT A N DETAILS BASES NOT EQ I p 16 O.C. s ON THE PLAN. N 2x10 m ' 4 N U N I 2 = 52.2 a � 52.2 ca i D 09. 01.2022 T SSUE . I DA EI I I, , P2 4 P35P FB 9L S; H 28 H„ __� N l REVISION I kP33Pi ...l . _ _ I 3P No: DESCRI PTION DATE F P2 4 P224 P33 P2 4 JST TO MA FULL BRG OF F839L ON CL {.,,, �, — '' ORT OTHER M SECOND FLOOR FRAMING PLAN NOTES. I I P35P, SUPPORT � i — � I C — - � w MIN 2 JACK STUDS E WINDMILL — — AND ABBREVIATIONS. O �t E DRAWING S0.1 FOR STRUCTURAL NOTES J ADJACENT TO POST � 1. SE (NO WORK} ALI N FB w k ALL N. FB _w/ rn 28 ', .. _. 17 / .:: �l tea - - , I .. -. 1-..,�._nn T ,.-.. n� r, I _...._ . i ._;.. PO ( AB VE,.. - m - DENOTED P SEE POST SCHEDULE. 2. POSTS # — — -- I _ -- -_ Q I ' OR DIAPHRAGM SHEATHING PER WOOD CONSTRUCTION NOTES ON DRAWING SO.1. GN FB w C) o ( ALIGN / 3. FLOOR NIFB39LWALL ABOVE I r, � UGH OPENINGS AS INDICATED ON THEm 16 .C. — 4. ALL HEADERS SHALL BE LOCATED` TO ACCOMMODATE RO 3 x10 isP2'4— — OPENING DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. .VERIFY ALL HEADER. ELEVATIONS AND ROUGH I ( i P424 ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. S2.1 — - PROVIDED CONTINUOUSLY ALONG ALL JOIST 5. SOLID BLOCKING TO MATCH JOIST DEPTH SHALL BE PRO MIN 2 -BAYS 2x10 BLK ®— d — — — — - - SW -4 SW -4 SUPPORTS UNLESS SUPPORTED BY JOIST HANGERS OR FASTENED TO A CONTINUOUS RIM BOARD. n — — =- _ - — — — — — — 48 O.C. ALONG EXT WALLS � (E) HDR TO REMAIN, VIF i CSE PROJECT #: 05935 I I C/) 'I I I I'. � PARALLEL TO JST, TYP SHALL BE FASTENED WITH,, FACE MOUNT i 6. ALL FLOOR JOISTS FI CE MOUNTED TO BEAMS AND LEDGERS I 228 _ DRAWN BY: BW 228 � TH2�8 H22 I HANGERS. I I — P224 P�4 i SW: 4 HANGER HNUS5.5/10 w/ "SW -4" ' E A i SW 4 n n SCALE: AS NOTED SHALL BE REINFORCED IN ACCORDANCE WITH WOOD CONSTRUCTION NOT 7 BRACE WALLS DENOTED LY 3 -Y x3 TRUSS LOK P ROWING S0.11 AND DETAIL 1 S2.1. HOEDOWNS DENOTED "®„ TO BE ATTACHED TO KING STUDS 52.1 VERIFY (E} HDR 3/a #1 OND / MIN (2)-2x8 OR SCREWS ON SUPPORTING BM, AND CORNER STUDS AT LOCATIONS SHOWN, SEE DETAIL 1/S2.1. INSTALL NEW EA SIDE HANGER, 6 TOTAL I I DRAWING NO.: 8. PORTIONS OF THE EXISTING FRAMING SHOWN ON THIS PLAN MAY REQUIRE TEMPORARY', CONSTRUCTION I I 2x10 BLK BTWN JST BELOW (JACK/KING I SHORING — ABOVE, PROVIDE H6 CLIP KING STUDS I SHORING TO FACILITATE THE INSTALLATION Of NEW FRAMING. SEE TEMPORARY CONSTRUCTION SH TO BLK, TYP ALL 2ND FLR OPENINGS NOTES ON DRAWING S0.132m2. I I I 5 6 : 1 2 4 : 0 Catalyst Architecture i Interiors, Inc. AM rights reserved. and dta s are the o e The Copyrghts to all designs a wmg Pr P dY FL OOR FRAYING PLAN SECOND Catalyst Architecture tPoteriors, Inc. No use or reproductbn of I i r this material is permitted without expressed written consent. 1/4 1 �0 n I ' I I I_ — „ 8d ®6 O.C. FLR li - UT BM SPECIFIED DEEPER THAN FLOOR PLATE NAIL SOLE JST DEPTH SHALL BE SET FLUSH TO RAFTER P rn DIAPHRAGM TO EA BLK IM JST w TO / BOTTOM OF FRAMING AND EXTEND ABOVE UT BM PER PLAN cno FLR JST PER PLAN „ 16d ® 4 O.C. BM H6 TIE EA 2ND FLR MAXPRE GER EA JST JOIST HANGER TAPERED END CUT PERMITTED EA END --' o �.., I I I KING STUB TO 2x10 OF UT BM TO CLEAR UNDERSIDE OF r 3-16d RIM JST TO — — BLK IN FLR BELOW � „ ROOF, MIN 9 VERTICAL AT BRG ENDS EA BLK R T SUB FL ,, _ �, ,,. <. >: . •' � SLOPE BACK TO AND 3.12 TAPERED LOP -i-.� o 0 Cts c� r PER PLAN CUT SLOT IN FLR LI e 6" DEPTH FULL 1} _ j r. 1 I I i SHEATHING FOR TIE T, RAFTER PER PLAN N w n n _ - TOE NAIL RIM JST - I + _ - - TREATMENT — %— ' II MARK D 2x10 BLK BTWN JST--' Q z Tn nl r Tr. ... r i C..1 \ 1 U PT PRESERVATIVE TREATED W WOLMANIZED CONVENTIONAL LUMBER ENGINEERED LUMBER MARK "B" QUANTITY -SIZE MARK "B" QUANTITY -SIZE -,-1"x5Y,r 1 VERIFY 8D COMMON FB PER PLAN -� i 5 O 25 TYP BOT BM TO x6 35 (3)-1 /a2-2 226 (} "xSYz n 2-10d EA END @ 4 O.C. OR L_ .L — FASTENER LINE JST HANGER BLK TO JST „ I PROVIDE ADD'L ', ', � 3 OR CLG JST PER PLAN w 2-1Od - 2x6 27 (2)-1 /a x7Ya NAILING FB SPECIFIED DEEPER THAN FLO / — 326 (3) FOR BUILT—UP 2x BEAMS. S..� �, „ JST DEPTH SHALL BE SET FLUSH TOE EA END TO SUPPORT _(3)4Y4%7Ya SOLID BLK ®48 O.C. TO FASTEN BM PLYS TOGETHER PER NAILING SCHED M 37 -II 3-16d .TOE NAIL TO 70P OF FRAMING AND EXTEND n ,> ATH JST DEPTH IN - - - - 3 MATCH FOR BUILT—UP LVL BEAMS ONLY: N — ATE I H2.5A-CLIP. EA RAFTER. TO -PLATE L TO TOP PL x9 BK 2 1/ Y OW 2 —2x8. 29 O a a BELOW 228- O FIRST TWO BAYS FASTEN BM PLYS TOGETHER AS RECOMMENDED I 3—1Y"x9Y'> — WS "x33/" TRUSS LOK HDR PER PLAN 328 (3)-2x8 39 (} a BY MFR (MIN 2 RO Ya a _ 3 n SCREWS '@ 24" O.C. FROM EA SIDE} Q 49 (4) 1 /a x9Ya n. n : .. - I I ED BEAM ,. 2 -2x10 310 �3)-1%a x9Y2 FLUSH BEAM �CATURN 2210 O J01 T PARALLEL PER/METER 2x 1 3 7 V� �� E n , 2 _ n _ '_p" " = 1'-0" k'" ` ? 1 p 3 —2x10 212 (2) 1 /a x11 /a 31-1/2' SCALE: 1 1 j2 — 1 32 O SCALE: !�► ¢ Q `d 3 '13/C E /ax1in Lu �2 _ 312 (3)—1 a� m 214 3 z — x12 (2}-11a x14 „ ,> k 2212 ( I 2 2 —13 x16 � cQ c 3212 3 -2x12 316 (3) O LU M r j �u _i I I II ; I'I I I, CHEDULE Uj Ln jos r s I I li OST CAP POST BASE P ; EII li MARK SIZ I J z to P224 (2)-20 I ILu P324 (3)-2x41 Ld P424 (+24 —2x4 j I Iui P226 (2)-2x61 3 —2xfiCn P326 (} P426 (4)-2x6 ABU44 S 6 BC/Bcs/ 4 P44 4x4 AC/LPCZ/LCE 2 (NOTE #3) TAPERED END CUT PERMITTED EA END OF , I I I rr C LPCZ L CE BC/BCS/ABU66 UT316L BM TO CLEAR UNDERSIDE OF ROOF, 6x6 A ,, P66 / / (NOTE #3)Uj MIN 9 II VERTICAL AT BRG ENDS .AND MIN 3:.12 RED SLOPE BACK TO FULL 16" DEPTH TAPE HDU5 ON P55P, z 0 p I BC/BCS/ABU44 � � i P33P 3Y x3Yz PSL AC/LPCZ/LCE NOTE 3 ( #) SIM TO 1 /S2.1 ABU44 I I 1 HANGER HHUS5,5/10 w/ „ n BC/BCS/ S2.2 n nom P35P 3Y x5Ya PSL AC/LPCZ/LCE (NOTE #3) VERIFY E HDR (3)—Y x5 TRUSS LOK PLY O R HDU5 ON P55P, SCREWS ON SUPPORTING BM, BCS ABU66 MIN (2} 2x8 O N226 H226 H226 H226 BC/ i EA SIDE HANGER, 6 TOTAL 0. P55P 5Ya x5Ya PSL AC/LPCZ/LCE (NOTE #3) TALL NEW SIM TO 1/52.1 JST @ 16' O.C. ? INS [44 CL 6' SW -14 UT3 6L _ — H228 — _ SW -4 — 224 H228 H228 _ _ — POST SCHEDULE NOTES. 1 P 5P Q P 55P _ I MIN 2 BAYS 2x10 BLK {� 1 PT ADDED TO THE POST MARK INDICATES A PRESSURE TREATED POST. I cn I III — — _ — - — — — i FB39L 1 .� 48" O.C. ALONG EXT WALLS 2. PROVIDE POST CAPS SHOWN ON ALL FREE STANDING POSTS OR AS INDICATED — — — — — — _ PARALLEL TO JST, TYP WINGS. CAPS NOT REQUIRED FOR POSTS WITHIN WALLS UNLESS ON THE DRAWINGS. HANGER US5 5/10 SECOND FLOOR SPECIFICALLY NOTED ON THE PLAN. j D ONLY AT POSTS BEARING DIRECTLY ON CONCRETE. BASES ARE .REQUIRE — 3 ABU B � I FRAMING PLAN OD SHEATHING PROVIDE TYPE BC ORI BCS WHERE THE POST IS SUPPORTED BY A BEAM. I PLYWO WALL REQUIRED FOR POSTS WITHIN WALLS UNLESS SPECIFICALLY NOTED ON INT A N DETAILS BASES NOT EQ I p 16 O.C. s ON THE PLAN. N 2x10 m ' 4 N U N I 2 = 52.2 a � 52.2 ca i D 09. 01.2022 T SSUE . I DA EI I I, , P2 4 P35P FB 9L S; H 28 H„ __� N l REVISION I kP33Pi ...l . _ _ I 3P No: DESCRI PTION DATE F P2 4 P224 P33 P2 4 JST TO MA FULL BRG OF F839L ON CL {.,,, �, — '' ORT OTHER M SECOND FLOOR FRAMING PLAN NOTES. I I P35P, SUPPORT � i — � I C — - � w MIN 2 JACK STUDS E WINDMILL — — AND ABBREVIATIONS. O �t E DRAWING S0.1 FOR STRUCTURAL NOTES J ADJACENT TO POST � 1. SE (NO WORK} ALI N FB w k ALL N. FB _w/ rn 28 ', .. _. 17 / .:: �l tea - - , I .. -. 1-..,�._nn T ,.-.. n� r, I _...._ . i ._;.. PO ( AB VE,.. - m - DENOTED P SEE POST SCHEDULE. 2. POSTS # — — -- I _ -- -_ Q I ' OR DIAPHRAGM SHEATHING PER WOOD CONSTRUCTION NOTES ON DRAWING SO.1. GN FB w C) o ( ALIGN / 3. FLOOR NIFB39LWALL ABOVE I r, � UGH OPENINGS AS INDICATED ON THEm 16 .C. — 4. ALL HEADERS SHALL BE LOCATED` TO ACCOMMODATE RO 3 x10 isP2'4— — OPENING DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. .VERIFY ALL HEADER. ELEVATIONS AND ROUGH I ( i P424 ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. S2.1 — - PROVIDED CONTINUOUSLY ALONG ALL JOIST 5. SOLID BLOCKING TO MATCH JOIST DEPTH SHALL BE PRO MIN 2 -BAYS 2x10 BLK ®— d — — — — - - SW -4 SW -4 SUPPORTS UNLESS SUPPORTED BY JOIST HANGERS OR FASTENED TO A CONTINUOUS RIM BOARD. n — — =- _ - — — — — — — 48 O.C. ALONG EXT WALLS � (E) HDR TO REMAIN, VIF i CSE PROJECT #: 05935 I I C/) 'I I I I'. � PARALLEL TO JST, TYP SHALL BE FASTENED WITH,, FACE MOUNT i 6. ALL FLOOR JOISTS FI CE MOUNTED TO BEAMS AND LEDGERS I 228 _ DRAWN BY: BW 228 � TH2�8 H22 I HANGERS. I I — P224 P�4 i SW: 4 HANGER HNUS5.5/10 w/ "SW -4" ' E A i SW 4 n n SCALE: AS NOTED SHALL BE REINFORCED IN ACCORDANCE WITH WOOD CONSTRUCTION NOT 7 BRACE WALLS DENOTED LY 3 -Y x3 TRUSS LOK P ROWING S0.11 AND DETAIL 1 S2.1. HOEDOWNS DENOTED "®„ TO BE ATTACHED TO KING STUDS 52.1 VERIFY (E} HDR 3/a #1 OND / MIN (2)-2x8 OR SCREWS ON SUPPORTING BM, AND CORNER STUDS AT LOCATIONS SHOWN, SEE DETAIL 1/S2.1. INSTALL NEW EA SIDE HANGER, 6 TOTAL I I DRAWING NO.: 8. PORTIONS OF THE EXISTING FRAMING SHOWN ON THIS PLAN MAY REQUIRE TEMPORARY', CONSTRUCTION I I 2x10 BLK BTWN JST BELOW (JACK/KING I SHORING — ABOVE, PROVIDE H6 CLIP KING STUDS I SHORING TO FACILITATE THE INSTALLATION Of NEW FRAMING. SEE TEMPORARY CONSTRUCTION SH TO BLK, TYP ALL 2ND FLR OPENINGS NOTES ON DRAWING S0.132m2. I I I 5 6 : 1 2 4 : 0 Catalyst Architecture i Interiors, Inc. AM rights reserved. and dta s are the o e The Copyrghts to all designs a wmg Pr P dY FL OOR FRAYING PLAN SECOND Catalyst Architecture tPoteriors, Inc. No use or reproductbn of I i r this material is permitted without expressed written consent. 1/4 1 �0 n I ' I I I_ — CONVENTIONAL LUMBER E ENGINEERED LUMBER MARK V QUANTITY -SIZE MARK "B" QUANTITY -SIZE - I I I H HEADER i L LVL F- o 226 -2x6 2 1 35 O (3)-1Y4 x5Y� 326 _ (3} 2x6' 27 I - r - DB DROP BEAM LS LSL FB FLUSH BEAM P PSL (2)-1Y x9Y I - � �-� C3 "_ Z I a t= 4-J tun) d O b f- o RB RIDGE BEAM GL GLU LAM VB VALLEY BEAM - - HB HIP BEAM UPTURNED (BOT FLUSH)UT .212 : w {� D TREATMENT MAR, ' 312 I' � I I cl) oo U IN d a w moo} PT PRESERVATIVETREATED W WOLMANIZED CONVENTIONAL LUMBER E ENGINEERED LUMBER MARK V QUANTITY -SIZE MARK "B" QUANTITY -SIZE - 11 j J ii a j � H W U iLu _ _ I 25 (2) 1 %4x5Y 2 - I I I F- o 226 -2x6 2 1 35 O (3)-1Y4 x5Y� 326 _ (3} 2x6' 27 {-1Y 2 "x7Y" } 4 4 - _ 37 {3)-1 Y4'x7Y" (2)-1Y x9Y 228 (2)-2x8 29 a 4 - 328 O -2x8 39 3 (3)-1 %"%"44" Q _ 49 (4)-1Y4'x9Y4' �-� C3 "_ Z -x10 310 3)-1Y4x9Y2210 3210 _ 3 2x10 { } - 3 n 2 1 /4 X111a O .212 ctW 312 (3)-1Y4x11/ I % � -1 K Y S '{ i r �W 2 tue 2212 2 2X12 214 2 Y 4 „x14 "' O 3212 {3}-2x12 316 -13 (3) �X16 POST SCHEDULE MARK O SIZE POST CAP POST BASE P224 (2)-2x4 — — P324 (3)-2x4 - — P424 (4)-2x4 - — P226 'I (2)-2x6 — - P326 (3)-2x6 - — P426 (4)-2x6 - — P44 4411 AC/LPCZ/LCE BC/BCS/ABU44 (NOTE #3) P66 661 AC/LPCZ/LCE BC/BCS/ABU66 (NOTE#3) P33P n �>I 3Y x3Y PSL AC/LPCZ/LCE BC/BCS/ABU44(NOTE #3) P35P 3y2"x5Y4"I'PSL AC/LPCZ/LCE BC(BCS/ABU44 (NOTE #3) P55P 5Y4"64" PSL AC/LPCZ/LCE IL BC/BCS/ABU66 IL_ (NOTE #3) II VAlli ---UD POST SCHEDULE NOTES. — 1 — k — "Ij 11-4 11-7 IT4 1 �7 IT4 I -k IT4,4711,177 I I'l 1 PT ADDED TO THE POST MARK INDICATES A PRESSURE TREATED POST. OST CAPS SHOWN ON ALL FREE STANDING POSTS OR AS _INDICATED - 4 2. PROVIDE P _ ROOF FRAMING ON THE DRAWINGS. CAPS NOT REQUIRED FOR POSTS WITHIN WALLS UNLESS H H 6 6 H 26 ON THE PL AN. PLAN SPECIFICALLY NOTED 3. ABU BASES ARE REQUIRED ONLY AT POSTS BEARING DIRECTLY ON CONCRETE. 1 & DETAILS BY A BEAM. PROVIDE TYPE BC OR BCS WHERE THE POST IS SUPPORTEDI� BASES NOT REQUIRED FOR POSTS WITHIN' WALLS UNLESS SPECIFICALLY NOTED j I (S2.4 g AFTE S ON THE PLAN. — — „ Q1 — S 16 •C00 N — i TE F A 2x8 N cliI L (S2.4 Ii AIN, VIF ®REXTE D RI GE B ARD2I II AF RS JI TO AFT R BM AND LXO RHr ICRJ kwrv) �—_ Iv v.i. �— LTP4 CLIP EA END HDR TO KING, TYP ALL HDR THIS LEVEL .1 5 t H 28 I a 2x8 RAFTERS (LOW) 0 16" O.0 I CSE PROJECT #: 05935 _ A DRAWN BY: BW SCALE: AS NOTED } DRAWING NO.: I3 S:2m4 0 Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture t Interiors, Inc. Pio use or reproduction of this material is permdted without expressed written consent. ,r`