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2013-302 Mark Plaza Freestanding Sign with Panels 01.tk TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130302 Application Number: A20130302 Tax Map No: 523400-296-018-0001-005-000-0000 Permission is hereby granted to: LARISSA BOYCHUK For property located at: 63 QUAKER Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: OMALL FAMILY LIMITED PARTNE 35 ORCHARD Dr Sign QUEENSBURY,NY 12804-0000 Total Value Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2013-302 MARK PLAZA SIGN freestanding 105 sq ft Change of Copy - change of location-NO FEE $0.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Tow f Que sbu Fr' y ul 12,2013 SIGNED BY for the Town ofucensbu Q n Director of Building&Code Enforcement Office Use Only Town of Queensbury Building & Codes I a, Received: •SIGN PERMIT APPLICATION Tax Map ID: / 3 -.3 va Permit No.: a 91,.. C g-l- 5" Permit Fee: $ /Li) Pt —(:'/a---,,Z6-"V Date 7-//-/3 Applicant 4 - '-F.-0.0 i 2 'mQ Tax Map ID ,2P�.1P--/ -.s Address ''s q�vveet-c'ie erff Zoning ,�/, .drd&•,�y „,..--f4"- , ,7 17' Property Owner ,®�'dY—Ay � �y Pled" Contractor/Agent: - 4�'Gdo'.e/,elfr Address ,1-1-, t 9.ist.ej)A- Address 9y •e ":0 ... K. z,i70/7- 1,etrethrceet,e--7 /-l/f ,.42,019/- Phone ,127 77,'-_Fs > Phone fx'-r vre& Contact Person for Sign Code Compliance: Day Phone: Building Street Address: Site Plan,Variance,or Subdivision Approvals Location of proposed installation Business Complex/Plaza/Mall name Business name Type of Sign proposed If sign is to be illuminated, indicate 4(internal external _Incandescent neon g other 1,, --L ,K, � n Do signs currently exist on property? Yes _No(if yes,list all existing signage) v� Change of word/copy From to or`') Sign Wording/Copy ,lQ� Sign Size Length x Width_ =Total sq.ft. 1`� Sign Height(freestanding) ae.- / \t0 Color&Material to be used gA�t�'S ri This application creates a change in the New `� following existing site conditions(fill in all Change in number of signs from to applicable spaces) Change in setback for sign from to Change in size from to Change in height of sign from to _ Declaration: To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Zoning Ordinance,and all other laws pertaining to the proposed work shall be complied with, whether specified or noted,and that such work is authorized by the owner. / APPLICANT-PRINT NAME //MIS.$ byffutie APPLICANT-SIGNATURE: Date: Declaration: I hereby authoriz- e applicant to place a sign on my property or building: OWNER-PRINT NAME: ,%•"//47 �� C - 4.72,___ OWNER-SIGNATURE: //7./1.4Date: /1-Z5 •i/ ' Town of Queensbury Building&Codes Sign Permit Application 518-761-8256 132" I* e A ______ __ il: _, 41120" st• 44 96" r•94" CV .1 1 -3 - 3 0.Q [O : _____„ : Z r i.-'..'',. ' - - •. -, . -.-- .. . PLAZA ,; ARK '•. N Ln I i J , co J z Q 0 LLf O EN L..I 0 .".7- _ O (D CO ;...r.. • _.—______.___ O N ii • • v?. I ' { v lr .--) I . - V, L 11:-_—__1_11..______11I==1 If Il —]®® ®®®® II II i= p] 7L__-11 it—.JI 11--1 II lE ®®f ILS IP if 1*" IIS Il _1i In t (__li IL_1, IL_JI' iL..JI, it_-1®®I 1E_]l =.3 16 .I 1L__._11 l E17-7:11 (Cif ` Ilz..:.==.1. • 11r."-,____•.-11'• - 1=1 II 11* it 1 li 1E--11 II II I I=\1111141°°' I ( 1i IL_—lt�._11 II II 1L h_.11llCf=-��I I( it 'IL__-3 1L_.._h II ET -=-1=1.___11- 1. lL—JI IL—JI 11" —IL_�P II -__ILJL �Jf II' 1L.._I( 11 `-1�7 --IL-_]L_11 If IL __if IL—JI it If- 1L-_It II U 1t--II U�-11 1 •3- - 1--lr— it—ir-�II ,r-1r` !--i(�'---ir—Ir—l — f-- -��.-lr--It'_",-I-1 ♦ r E MAN NOMINAL 24"X 120",20 SQ. FT.AND 96"X 120",80 SQ. FT. DOUBLE-FACED LED ILLUMINATED SIGN BOXES WITH POLE STRUCTUREAND CLAD.BOXES AND CLAD TO BE FACTORY ENAMELED#313 DARK BRONZEAND MOCHA TAN ALUMINUM.FACE PANELS TO BE 3116"SG WHITE ACRYLIC PLASTIC.POLE STRUCTURE TO BE INSTALLED ON CONCRETE BASE PROVIDED BY OTHERS.ADEQUATE 120 V.,20 AMP.PRIMARY ELECTRICAL POWER TO SIGN LOCATION BY OTHERS. a-- . - . �;' is SCALE: 3IS"=1' 0" . -. SKETCH#130621-MARKPLAZA-('LYON-A — PREPARED 6Y FRED A. EARLY @Ur= _ _ 'i O D D MET LABORATORIES AUTHORIZATION#E-212394 cus 1�^_, E- vO+--r�-+� DESIGNS:Any designiartworksupplied by Signworksremains the property of Signworks and 27 Care Rd.,Queensbury,NY 12BO4 the use of designworks k or any Facsimile thereof is expressly prohibited without the written Carey fY consent of Signworks and any written consent is subject to payment in full for said I Ph:518-745.0700-1-800-333-5709-Fax:518-745-0702 design/artwork service at Signworks'normal rates,all designs/artwork will be returned to E-mail:signworksneoncorp@verizon.net Signworks on demand. ©2013 o w, :� � w \ lop,/ �^ o w, :� � w \ lop,/ �^ a r M d) • 5tt 5tGT ION I ON 5HttT A4.1 2x6 BARREL VAULT • AK(oml I C(i I UK/1%1- 7YIINVL.L-7 • A.R. ORALE' ICE AND WATER SHIELD •'ADVANTECH' ROOF SHEATHING WITH PLYWOOD CLIPS, SEE STRUCTURAL DRAWINGS • 2x ROOF RAFTERS, SEE STRUCTURAL DRAWING5 • CEILING JOISTS PEP. STRUCTURAL DRAW0155 • Ixb DOUG FIR TONGUE AND GROVE BEAD BOARD FINISH, STAINED (TYPICAL)' BOTTOM OF BARREL VAULT FRAME B.O. BEAM/ GEILiN5 J0I5T5 bxb PRE55URE TREATED COLUMN WRAPPED WITH Ix FIBER GEMENT BOARD T.O. CONCRETE KALL REINFORCED CONCRETE WALL SEE STRUCTURAL DRAWING5 T.O. PORCH FRAME T.O. STONE SHELF 6" DIAMETER HDPE, PERFOR DRAINAGE PIPE REINFORCED CONCRETE FOC FOUtiDAT10N WALL (5EYONn1 4 , I II y P H I N N E Y dl h N M 2x CEILING JOISTS PER 5TRUCTURALI DR G5 r STRUCTURAL BEAM, SEE STRUCTURAL DRAWIN65 u A T.O. MAIN LEVEL 5UBFLOOR T.O. WALL PLATE FLOOR CON5TRUGTION OVER OUTSIDE AIR • FLOOR FINISH PER PLANS • 5/4" 'ADVANTECH' PLYWOOD SHEATHING PER STRUCTURAL DRAWING5 VAPOR BARRIER • 10 1/4", R-58 HIGH DENSITY INSULATION • CANTILEVERED FLOOR FRAMING PER STRUCTURAL DRAWINGS 1 I/2" FOIL FACE HIGH 'R' INSULATION WITH 2x NAILER5 (R-10) •!/2" GPX PLYWOOD SHEATHING • TYVEK BUILDING WRAP • FIBER GEMENT BOARD SOFFIT T.O. SLAB T.O. STONE SHELF TYPICAL WALL CONSTRUCTION • 5EE SECTION I ON SHEET A4.1 T.O. FOOTING B.O. FOOTING CONCRETE FOOTING, SEE STR TURAL DRAWING5, TYPIGA In r HIT B 01 IOq TYPICAL EXTERIOR WALL CONSTRUCTION } ' SCREEN MUDROOM M RY j •SEE SECTION I ON SHEET A4.1 III :II III PORCH %_'_� J j 2'-O" I II y P H I N N E Y dl h N P z z Z 0 T.O. GO U) M 2x CEILING JOISTS PER 5TRUCTURALI DR G5 r STRUCTURAL BEAM, SEE STRUCTURAL DRAWIN65 u A T.O. MAIN LEVEL 5UBFLOOR T.O. WALL PLATE FLOOR CON5TRUGTION OVER OUTSIDE AIR • FLOOR FINISH PER PLANS • 5/4" 'ADVANTECH' PLYWOOD SHEATHING PER STRUCTURAL DRAWING5 VAPOR BARRIER • 10 1/4", R-58 HIGH DENSITY INSULATION • CANTILEVERED FLOOR FRAMING PER STRUCTURAL DRAWINGS 1 I/2" FOIL FACE HIGH 'R' INSULATION WITH 2x NAILER5 (R-10) •!/2" GPX PLYWOOD SHEATHING • TYVEK BUILDING WRAP • FIBER GEMENT BOARD SOFFIT T.O. SLAB T.O. STONE SHELF TYPICAL WALL CONSTRUCTION • 5EE SECTION I ON SHEET A4.1 T.O. FOOTING B.O. FOOTING CONCRETE FOOTING, SEE STR TURAL DRAWING5, TYPIGA In r HIT B 01 IOq TYPICAL EXTERIOR WALL CONSTRUCTION } ' SCREEN MUDROOM M RY j •SEE SECTION I ON SHEET A4.1 III :II III PORCH %_'_� J j 2'-O" II y P H I N N E Y DESIGN GROG 11 h N P z z Z z T.O. GO U) " � W W 2 G� zu oo w � w n W /� . z HZ¢V� �� 4 v0 U) F E �� EN Akr`ti p,,/,, N/ v�� ' g cPTq� p. 02Sa5 �OF� ,OF NV�� p��yJ• r LL SEE REINFORCED CONCRETE HALL, .t� m_ STRUCTURAL DRAWING5 O N "' PORCH FLOOR CON5TR ICTION • ` h 44 H BEARING WALL • SEE SECTION 11, ON SHEET A4.1 [� Z " GAL FLOOR CONSTRUCTION z z� Z SECTION I ON SHEET A4.1 .. --_ I �- —� I b" DIAMETER HDPE PERFORATED DRAINAGE PIPE g . s� �d QLL QQ Hp o z z U) Q� Q moo Ur�W w - � W� � ' z p z w a T.O. FOOTING z U Q w . O OIO 009 i 001 (� A4.3 IIAw B.O. FOOTING s raw GUE5T GUE5T STORAGE/ 1 1 BEDROOM I BATHRC OM MECHANICAL i :..FOUNDATION WALL CONSTRUCTION o 1 •; SEE SECTION I ON SHEET A4.1 1 ''_,,T.O. FOOTING ` 7< B.O. FOOTING HAUNCH SLAB BEE STRUCTURAL SYMBOLS LEGEND PRANIN55 TYPICAL 5LA5 CONSTRUCTION "` ' ` DIMENSION LINE (CENTERLINE) — • SEE SECTION I ON SHEET A4.1 DIMENSION LINE (PAGE OF FR AMINO) , LINE (PAGE MATERIAL) 5ECTION z E5BIJILDINO, SCALE: IMMI'-O" i I `�.� DETAIL DESIGNATON XX.X ' A WALL SECTION OREXTERIOR ELEVATION Axx I DE515NATION y P H I N N E Y DESIGN GROG 11 h N P z z Z z U) � W W 2 G� zu oo w � w n W /� . z HZ¢V� �� 4 v0 U) F E �� EN Akr`ti p,,/,, N/ v�� ' g cPTq� p. 02Sa5 �OF� ,OF NV�� Lu N m_ O N 44 H [� Z z z� Z s� �d QLL QQ Hp o z z U) Q� Q moo Ur�W w - � W� � VJ UUU U) U) z p z w a U W z U Q w Q O w (n U Lnz A4.3 l 2'-O" 12 Q T 112 GARAGE ROOF OVER FRAME SEE STRUCTURAL •SEE SECTION 3 ON SHEET A4.2 DRAWING5 CONTINUOU5 RIDGE VENT • 5EE 5EGTIGN 3 ON SHEET A4.2 T.O. TRU55 z z o � z 4 z a ry UJ T.O. 5TORAGE TRU55 TOP CHORD G 0 TYPICAL ROOF CONSTRUCTION AT ry 6ARA.6E • SEE SECTION 5 ON SHEET A4.2 CRAWL SPACE ,�,uED Flhr �ca A A't T.O. WALL PLATE •1/2" EP5 PROTECTION BOARD EXTERIOR WALL CONSTRUCTION AT F 6ARAOE • SEE SECTION 5 ON SHEET A4.2 •'RUB -R -WALL' WATERPROOFING T • ARCHITECTURAL ASPHALT SHINGLES, 5EE • REINFORCED CONCRETE WALL PER SLAB CON5TRUCTION AT 6ARA6E b" DIAMETER HDPE PERFORATED • SEE SECTION 5 ON SHEET A4.2 STRUCTURAL DRAWINGS T.O. FOUNDATION WALL DRAINAGE PIPE T.O. SLAB AT GARAGE • 2" RIGID INSULATION FROM 1 TvvP OF TYPICAL FRCS I 1-4ALL CONSTRUCTION AT 6ARA&E 2'-O" 12 Q T 112 GARAGE � Fj C� •SEE SECTION 3 ON SHEET A4.2 ; P H I NN E Y • 5EE 5EGTIGN 3 ON SHEET A4.2 GIRDER TRUSS, SEE STRUCTURAL z z o � z 4 z a a UJ FOUNDATION WALL CONSTRUCTION AT G 0 - T.O. FOOTING / f ¢ �D 4 z��a CRAWL SPACE ,�,uED Flhr �ca A A't ROOF CONSTRUCTION AT SUN ROOM •1/2" EP5 PROTECTION BOARD F B.O. FOOTING •'RUB -R -WALL' WATERPROOFING • ARCHITECTURAL ASPHALT SHINGLES, 5EE • REINFORCED CONCRETE WALL PER b" DIAMETER HDPE PERFORATED STRUCTURAL DRAWINGS DRAINAGE PIPE • 2" RIGID INSULATION FROM 1 TvvP OF t CONCRETE SLAB TO TOP OF WALL m REINFORCED CONCRETE FOOTING, SEE a STRUCTURAL DRAWIN6 50 Ib FELT, SEE ROOF PLAN TYPICAL FLOOR CONSTRUCTION AT •'ADVANTEGH' ROOF 5HEATHING WITH CRAWL SPACE 12 f • SEE SECTION 5 ON SHEET A4.2 PLYWOOD CLIPS, SEE STRUCTURAL T.O. FOOTING =x B.O. FOOTING T DRAWIN55 Q q z • ROOF RAFTERS PER STRUCTURAL � Fj C� ,7M- ' P H I NN E Y DESIGN GROUP GIRDER TRUSS, SEE STRUCTURAL z z o � z 4 z a a UJ U) W 0 DRAWINGS w W Z m ivZ�� w(WJI m / f ¢ �D 4 z��a �^ � o P4 ,�,uED Flhr �ca A A't ROOF CONSTRUCTION AT SUN ROOM F • ARCHITECTURAL ASPHALT SHINGLES, 5EE ROOF PLAN ON DRAWIN6 A2.1 a •'W.R. GRACE' ICE AND WATER SHIELD OR N 50 Ib FELT, SEE ROOF PLAN •'ADVANTEGH' ROOF 5HEATHING WITH 12 12 PLYWOOD CLIPS, SEE STRUCTURAL w 7 T DRAWIN55 Q q z • ROOF RAFTERS PER STRUCTURAL 5 DRAWIN65 WITH VENTILATION BAFFLES • IG 1/4", R-58 HIGH DENSITY IN50LATION q O _Q oz � N S,OaP — — q,t-j O O W U � FW -7 a u Lr) ru z P z W ^PT4I V' W •'CERTAINTEED' 'MEMBRAIN' VAPOR ^. P4 >' q f~ W W I•'r"1 V J V a � � U] un !�I A4. i BARRIER • 5/8" GYPSUM BOARD ON GEILIN65 T.O. RIDGE 2'-0 N 12 5L� T.O. WALL PLATE in 12 I LVL HEADER PER STRUCTURAL DRAWIN65 LAUNDRY POWDER i i DINGING / SUN - ROOM ROOM r ROOM I f 104 v 6 1 1 KITCHEN n i TYPICAL FLOOR CON5TRUGTION _ fl • SEE SECTION I ON A4.1 I�ui T i 1 C O I{ T.O. SUB FLOOR O CRAWL SPACE ; T.O. WALL PLATE V TYPICAL EXTERIOR WALL CONSTRUCTION p • SEE SECTION I ON A4.1 s 014 004 ' _ STORAGE/ GUEST MECHANICAL BEDROOM 2 < T.O. CONCRETE WAL TYPICAL SLAB FLOOR CONSTRUCTION • SEE 5EGTIGN I ON SHEET A4.I T.O. ROOTING BEARING WALL, SEE STRUCTURAL �� B.O. FOOTING DRAWIN05 HAUNCH SLAB, SEE STRUCTURAL s 3 \ _ BUILDING SECTION SCALE: I/4•=Ir�rr y r , , a y <P , S ,; -j �tjI 1 y , r ' E ' r5 x ,! a , k , < � Fj C� ,7M- ' P H I NN E Y DESIGN GROUP z z o � z 4 z a a UJ U) W 0 w W w W Z m ivZ�� w(WJI m / f ¢ �D 4 z��a �^ � o P4 ,�,uED Flhr �ca A A't F a N w Q q z zD 5 °_ N q O _Q oz � N S,OaP — — q,t-j O O W U � FW -7 a u Lr) ru z P z W ^PT4I V' W ^. P4 >' q f~ W W I•'r"1 V J V a � � U] un !�I A4. i ._ .. Tp 'OF WALL PLATE 12 �T 2'-O" TYPICAL E ROOF BOARD • nHrcUwuw PLOOKIN6 OR TILE FINISH PER PLANS • 3/4" FLOOR SHEATHING PER STRUCTURAL DRAWING5 • TJI FLOOR JOISTS PER STRUCTURAL DRAWINGS • 5/8" GYPSUM BOARD AT CEILINGS, TYPICAL ALUMINUM CLAD EXTERIOR DOORS. SEE TYPICAL EXTERIOR DECK CONSTRUCTION • Ixb COMPOSITE DECKING • 2x PRESSURE TREATED FRAME PER STRUCTURAL DRAWINGS TOP OF 5UBFLOOR SLOPE j N - f I/8' /FT 1 TOP OF WALL PLATE �y FILL VOID WITH INSULATION 'y TYPICAL EXTERIOR WALL CONSTRUCTION • 1/2" GYPSUM WALL BOARD 111 92x6 STUD FRAME WALL PER STRUCTURAL DRAWINGS • 5 1/2", R-21 HIGH DENSITY INSULATION • 1/2" EXTERIOR GRADE PLYWOOD x SHEATHING •'TYVEK' BUILDING PAPER • FIBER GEMENT SIDING PER ELEVATIONS TYPICAL SLAB FLOOR CON5TRLIe, N 1R • FLOOR FINISH PER PLANS • REINFORCED POURED CONCRETE SLAB n PER STRUCTURAL DRAWING5 V { a 2" RIGID INSULATION AT 24" FROM EDGE ii OF WALL. 48" MINIMUM WHERE THERE 15 NO VERTICAL FR05T WALL V 1 •15MIL BARRIER 'POLYOLEFIN' VAPOR •b" COMPACTED CRUSHED STONE UNDISTURBED SUB -GRADE TOP OF CONCRETE O o 0 0 ,. O O O r - oO o �. o- 'r C AIC O0011-0, C. OF STOn� SHELF ° 0 0 2' I o 0 0 0° O O 0 O O ffr ;.it f 0 00 °oo° O(300' o. O I, f , ` TYPICAL PATIO CONSTRUCTION ! \r.,\ \ \ J J * ,•' BLUESTONE PAVERS FINISH PER PLANS r L I %`ir•% iyf' jJ; J ,y • 2" GLEAN SAND `x`'' \/.� \!, `ir' .b" COMPACTED CRUSHED STONE PER STRUCTURAL DRAWIN05 = r !; / I v I' :\'Lf Zf ''f' • GEOTEXTILE FABRIC "/ •UNDISTURBED SUB -GRADE' TYPICAL FROST WALL CON5TRLICTION r<flr\r I "\ 02 RIGID INSULATION 9 REINFORCED CONCRETE WALL PER 'o 00 ! STRUCTURAL DRAWING5 !f`;>// %i >% C I O Do ° " y`/ ` •'RUB -R -WALL' SPRAY APPLIED / <,`\fi/' WATERPROOFING T _ o Oo r , y • 1/2" EPS PROTECTION BOARD Ak OP OF CONCRETE , , , '! ®I ® �O O O UO IX Oo / \ FOOTING � ..' � 'r; r b" DIAMETER HDPE FABRIC WRAPPED o\I`��JIi O /f / d PERFORATED DRAINAGE PIPE SET IN r , rf I I. \ �/00 ,/ .,w GRU5HED STONE BED AROUND ENTIRE J ti BOTTOM OF <, �T, 0 0 0 ° f f' ,(: FOUNDATION PERIMETER, TYPICAL. CONCRETE FOOTING DAYLIGHT DOWN SLOPE 1 ,1 TYPICAL WALL SECTION SCALE: 3/4" m I'-0" CONTINUOUS METAL FLASHING I' -O I/4" - 1x4 OVER Ix8 FIBER GEMENT FASCIA TOP OF TRU55 Ixb SUB -FASCIA FIBER GEMENT BOARD SOFFIT I I. I CABLE END WALL CONSTRUCTION • CEDAR SHAKES PER ELEVATIONS •'HOMESLICKER' MEMBRANE BY BENJAMIN OBGYKE OR APPROVED EQUAL •'TYVEK' BUILDING WRAP =1/2" GDX PLYr100C SHEATHING, SEE STRUCTURAL DRAWING5 • Ixl2 WOOD STUDS AT Ib O.G. OFFSET AT 5 3/4" OFF EXTERIOR WALL ROOF TRUSS. SEE STRUCTURAL DRAWINGS CONTINUOUS METAL FLASHING Ixb FIBER GEMENT 50ARD TRIM TOP OF WALL PLATE TOP OF RAILING FIBER GEMENT SOFFIT ISI - I j I DECORATIVE BRACKET PROVIDE BALUSTRADES SPACED f TO PREVENT PASSAGE OF 4" IiI; li s� I DIAMETER SPHERE, TYPICAL m Jill o VIII; m I Ixb OVER Ixl2 CONTINUOUS FIBER I I I GEMENT FASCIA TRIM ALUMINUM GLAD EXTERIOR WINDOWS. SEE al OPE � �� WINDOW SCHEDULE I/8" /FT I I TOP OF DECK FLOOR d 43 ®J TOP OF BEAM 6 y 2X PRE5SUP� TREATED - 1 SUB -FASCIA',. >, SEE STRUCTURAL DRAWINGS FOR o CONNECTION DETAILS SEE STRUCTURAL DRAWINGS FOR x, j BEAM 51ZE bxb PRESSURE TREATED COLUMN tL O Ix8 BEVELED EDGE FIBER :GEMENT TRIM , CONTINUOUS METAL FLASHING SEE STRUCTURAL DRAWINGS FOR CONNECTION DETAILS _ OF'SUBFLOOR_ d 3" BLUESTONE GAP WITH. DRIP TOP EDGE 'I TOP OF CONCRETE PIER 1x4 OVER 5/4x10 FIBER GEMENT TRIM u� I O h " BOTTOM OF FLOOR - • • J015T I ; STONE VENMm FOUNDATIMPKALL 1 — L CONSTRUCTION I STONE PIER CONSTRUCTION • 1 1/2"- 2" THIN STONE VENEER •1 1/2"- 2" NATURAL STONE VENEER It u- ON 1/2" SOLID GROUT n� j • GROUT SOLID WITH TYPE 5 MORTAR WITH I I_ • REINFORCED CONCRETE PIER ACRYLIC BONDING AGENT s I I , I ." •CORRUGATED GALVANIZED TIEBACKS I , f / rt` MAINTAIN STONE SHELF,AT b" AT I6" O.G. EA_ GH WAY / f/ r r f! r/,/!/, I' , `I I la MINIMUM BELOW FIN15HED GRADE GALVANIZED WIRE MESH WITH SORATOH GOAT, INSTALL WITH TAPGON MA56NRY ANCHORS AND GALVANIZED FENDER oc ; b o' I I ' TOP OF STONE SHELF WASHERS (MORTAR SOLID BELOW GRADE 0 o / WITH TYPE 5 MORTAR). r f! SURE CAVITY' RAIN5GF�EN' DRAINAGE SYSTEM BY 'MASONRY TEGHNOL061E5, w INC.' KITH WEEP5 AT 16" O.C. AT GRADE • REINFORCED CONCRETE HALL / ' / I s • I RI61D INSULATION '' 2x4 WOOD STUD FRAME WALL PER f STRUCTURAL DRAWINGS ;f\ ,. I ' //.; I I I I `.' • 3 1/2" R -I5 HIGH PEN5ITY FIBERGLASS {/ . 4 r'',it • j; 1 r • ,,,.,'ll_� ,-LL °, ,,:< O INSULATION:,... � � / . / ., Jif ;•/ o",• REINFORCED CONCRETE FOOTING `r > • GERTAINTEED MEMBRAIN VAPOR BARRIER PER STRUCTURAL DRAWINGS 1/2" GYPSUM WALL BOARD , I. 0 o0°O TOP OF SLAB '';,'`,.'r`,r; .I •=' ( i�` `:, , ;:>. TOP OF CONCRETE \`!i;` f `/rti oo OD O �,� of la TOP OF CONCRETE y FOOTING ' - /\/lr.. j o0 o ��l\0 4 00 0 00000 FOOTING BOTTOM r',; o o /. — f OF CONCRETE •n / O DO BOTTOM OF ,r / CONCRETE FOOTING C12�—ZL ICAL WALL SECTION,TYPICAL WALL SECTION E: 3/4" e p.p• SCALE: 3/4" _ I, -n• MUM HEIGHT FROM ROOF TO 115GHAR6E OPENING FIREPLACE SECTION SCALE: 5/4'=I'-0.. x <d IF,�-�rv�' � ate.§»>¢t� A . 4. rt. P I f DESIGN I GN GROUP rES FD Z r Z C NONCOMBUSTIBLE ROOF COLLA:ANV M z ¢ ROOF FLASHING PACK BY "HEAGLO a � u . INSTALL IN STRICT ACCOE W WITH MANUFACTURERS REOUIREMENT5. �w �z> W� m m CONTRACTOR TO INSTALL ATTIC INSULATION SHIELD BY "HEAT AND 5L0". DEQ ARGy/ �Z F 1 INSTALL IN STRICT ACCORDANCE WITH ' w N MANUFACTURERS REOUIREMENT5, TO PREVENT INSULATION FROM COMING IN CONTACT WITH VENT PIPE. a GEILINQ FIRE5TOP BY "HEAT AND OLO". INSTALL IN STRICT ACCORDANCE WITH t t,' MANUFACTURERS, REQUIREMENTS. 7 0 N NON-GOMBU5TABLE SURROUND MATERIAL. INSTALL IN STRICT ACCORDANCE WITH W MANUFACTURERS REG2UIREMENT5.. sI;, F T.O. MANTEL k Z C7 z� z a w A:1 2w V Z , QIL 6 IL q wlu —i tum (� Q W °zz z a� q �>1 a ® X X w v� < US Ln >, z �E r t w w z � Q � cn ogn-1 T.O. ROUGH OPENING AT FRONT N Q � w a CO U) 2x3 STEEL ANGLE STONE SHELF GUT INTO i THE BACK FACE OF STONE AT THE TOP %OF THE THE FIRE BOX OPENING. SEE STRUCTURAL DRANIN05 FOR GAUGE AND 'ATTACHMENT REQUIREMENTS. t HEAT AND GLO (oOOOCLX "REMANUFACTURED DIRECT VENT GAS FIREPLACE. INSTALL IN STRICT AC40RDANGE WITH MANUFACTURERS x REaUIREMENT5.. T.O. SUBFLOOR AT HEARTH a T.O. FIRSTLOOR E FIREPLACE SECTION SCALE: 5/4'=I'-0.. x <d IF,�-�rv�' � ate.§»>¢t� y{ n.,,y,.n . 4. rt. P I N N Y DESIGN I GN GROUP rES FD Z r Z C C z ¢ a � u ct� W �w �z> W� m m CJ DEQ ARGy/ �Z F 1 ey 0 : ST NO 026 �gTEOFN� w N a 0 N W F Q Z C7 z� z a Q IL (� Q W °zz z a� q �>1 a ® X X w v� < US Ln >, z r w w w z � Q � cn ogn-1 a Q � w a CO U) Co6 i WINDOW NOTE: , E55 OTHERWI5E NOTED). 5 '400 SERIES UNL ) SCHEDULE 15 BASED ON ANDERSEN WINDOW ( THE ABOVE WINDOW L CONTRACTOR TO GOORDINAT€ WIN90yN SHOP DRAivtNG5 WITH WINDOW i MANUFACTURER, SNOWING WINDOIY ALIGNMENTS, TEMPERED GLA55 UNITS, AND MULLION LOCATIONS. SHOP DRAWINGS TO BE SUBMITTED TO PHINNEY DE51GN FOR REVIEW PRIOR TO MANUFACTURING ANY WINDOW UNITS. GENERAL NOTES: SHOP DRAWINGS ARE REQUIRED FOR ARCHITECT REVIEW PRIOR TO FABRICATION. I. ALL GLASS SHALL BE DOUBLE PANE 'LOW -E4' ARGON GAS FILLED WITH 'SMART SUN SIP 51MULATED DIVIDED LIGHTS (5DL) WHERE INDICATED 2. HARDWARE: ALBANY, OIL RUBBED BRONZE 3. PROVIDE LOWER HALF SCREENS ON DOUBLE .HUNG WINDOW5 A5 APPLICABLE. 4. EXTERIOR FINISH: WHITE 5. INTERIOR FINISH: PINE 6. SEE ELEVATIONS FOR MULLION PATTERNS REQUIRED. 7. ALL JAMBS SHALL BE 4 1/I6" JAMBS UNLE55 OTHERWISE NOTED. >, , TYPICAL WINDOW DETAILS (DOUBLE HUNG 5HOHN - AWNIN5 SIMILAR) R-14 FRICTION FIT UNFACED FI13EROLA55 BATT INSULATION I 1/2" GDX PLYWOOD. SEE STRUCTURAL DRAWINGS FOR DETAILS I: STRUCTURAL HEADER, SEE STRUCTURAL I DRAWINGS (TYPICAL) Ii FIBER CEMENT BEVEL CLAPBOARD 51DINO 'SELECT GEDARMILL HARDIPLANK' .. BY JAMES HARDIE, 7 1/4" WIDTH5 WITH b" EXPOSED FACE ' PROVIDE BENT METAL FLASHING GAP OVER ALL WINDOW HEADS AND ; I f HORIZONTAL 511;)ING INTERSECTIONS, (TYPICAL) LAP TYVEK OVER FLEX FLASHING AND ANN UNIT ROUGH TOT`,ROUGH ROUGH c METAL DRIP, TYPICAL AT WINDOW INTERIOR EXTERIOR TYPE CLEAR OPENING LIGHT OPENING VENT NOTES SYMBOL QUANTITY OPENING OPENING MANUFACTURER MODEL # FINISH FINISH TYPE (SF) (SF) OPENING (SF) HARDIE OR EQUIVALENT m tY .t t N f: a I'�TF `-x28855 4��` O NEWYU WxH (SF) i� I) • ANDERSON. FASTEN PRIOR TO INSTAL LING COLONIAL CASING TO MATCH EXISTING, PROVIDE FULLY ADHERED FLASHING O 8 2'-0 5/8" X 32 ANDERSEN A21 (V) PINE WHITE AWNING O.q 2.60 OAO PRIOR TO HEAD FLASHING FOR POSITIVE ;II 2'-O 5/8" 35.50 WINDOWS DRAINAGE. OUT BACK HOUSE WRAP AT a EXTERIOR DOORS WINDOW HEAD TO ALLOW FLASHING TO , ,- O PROVIDE CONTINUOUS CAULK JOINT AND 8'-2" x 3'-1" 25 ANDERSEN G43 BOW PINE WHITE BAY! DOUBLE HUNG L AROUND EIRE WIN OW OPED �ING'(TYP.) PROVIDE CONTINUOUS CAULK JOINT AND G O b 3'-0 1/8" X 85.2 ANDERSEN TW21046 PINE WHITE DOUBLE HUNG 5.4 1.64 5.3q 103A ' OPENING (TYPICAL). PROVIDE WEEPS AT 4-8 7/8" 35.50 ANDERSEN FWH5468 ?BOTH CORNERS OF HEAD TRIM (TYPICAL) WHITE INSWING GLASS O2'-2 2 I/8" x 13.0 ANDERSEN TH20210 PINE WHITE DOUBLE HUNG 2.I6 3.68 2.18 / Q 5'-o'11511 (AA) i INSWING FIRE zD_ 5/4 HOUR FIRE RATED WITH DI 1 2'-2 I/8" x 6.5 ANDERSEN TW20210 PINE WHITE DOUBLE HUNG 2.16 3.68 2.18 TEMPERED GLA55 3'-0 7/8" (AA) N AGORE'OOLLEGTION O 4 1'-10 1/8" X 25.0 ANDERSEN TWI832 PINE WHITE DOUBLE HUNG 2.02 3.32 2.03 S'TOGKBRIDGE TEMPERED `C J zz 3'-4 7/8' q 00 DOORS r�aa F r Iii N Mo z GLA55 WINDOWS C 2 2'-8 I/8" x 21.3 ANDERSEN TW26310 PIivE WHITE DOUBLE HUNG 3.q2 o.q2 31-4 A5. DOORSMODEL O 7 3'-0 I/8" X 120.5 ANDERSEN TW2105G 6G PINE WHITE DOUBLE HUNG b.bq 12.06 6.72 5'-8 7/8" (AA) DOOR16.46 O 1 2'-0 5/8" 6.3 ANDERSEN GIR20(F) PINE WHITE PICTURE I I DIAMETER I� II „ PROVIDE FULLY ADHERED VYGOR PLUS I I I b'-0 1/2" X I ' .` / r PROVIDE FOAMED IN PLACE INSULATION'" OI 1 1'-8 5/8" 10.4 ANDERSEN CUSTOM PINE WHITE ARCH AT WINDOW PERIMETER TYPICAL ARCHED -------------------=-=------ ( LAP LAP OVER WEATHER BARRIER AT II FWH2g68 3_1/2 .:WINDSOR CASING APRON UNDER .' SEE DRAWING FOR OJ 2 2'-q" X 6-8" 36.6 ANDERSEN (5) PINE WHITE PICTURE ALL W INDOW STOOLS (TYPICAL) MULLION PATTERN NOTE: , E55 OTHERWI5E NOTED). 5 '400 SERIES UNL ) SCHEDULE 15 BASED ON ANDERSEN WINDOW ( THE ABOVE WINDOW L CONTRACTOR TO GOORDINAT€ WIN90yN SHOP DRAivtNG5 WITH WINDOW i MANUFACTURER, SNOWING WINDOIY ALIGNMENTS, TEMPERED GLA55 UNITS, AND MULLION LOCATIONS. SHOP DRAWINGS TO BE SUBMITTED TO PHINNEY DE51GN FOR REVIEW PRIOR TO MANUFACTURING ANY WINDOW UNITS. GENERAL NOTES: SHOP DRAWINGS ARE REQUIRED FOR ARCHITECT REVIEW PRIOR TO FABRICATION. I. ALL GLASS SHALL BE DOUBLE PANE 'LOW -E4' ARGON GAS FILLED WITH 'SMART SUN SIP 51MULATED DIVIDED LIGHTS (5DL) WHERE INDICATED 2. HARDWARE: ALBANY, OIL RUBBED BRONZE 3. PROVIDE LOWER HALF SCREENS ON DOUBLE .HUNG WINDOW5 A5 APPLICABLE. 4. EXTERIOR FINISH: WHITE 5. INTERIOR FINISH: PINE 6. SEE ELEVATIONS FOR MULLION PATTERNS REQUIRED. 7. ALL JAMBS SHALL BE 4 1/I6" JAMBS UNLE55 OTHERWISE NOTED. >, , TYPICAL WINDOW DETAILS (DOUBLE HUNG 5HOHN - AWNIN5 SIMILAR) R-14 FRICTION FIT UNFACED FI13EROLA55 BATT INSULATION I 1/2" GDX PLYWOOD. SEE STRUCTURAL DRAWINGS FOR DETAILS I: STRUCTURAL HEADER, SEE STRUCTURAL I DRAWINGS (TYPICAL) Ii FIBER CEMENT BEVEL CLAPBOARD 51DINO 'SELECT GEDARMILL HARDIPLANK' .. BY JAMES HARDIE, 7 1/4" WIDTH5 WITH b" EXPOSED FACE ' PROVIDE BENT METAL FLASHING GAP OVER ALL WINDOW HEADS AND ; I f HORIZONTAL 511;)ING INTERSECTIONS, (TYPICAL) LAP TYVEK OVER FLEX FLASHING AND ANN I . TOTAL ROUGH c METAL DRIP, TYPICAL AT WINDOW ) EXTERIOR ~ z z CLEAR (TYPICAL) I I i I I 11 z u SYMBOL 1/211 WALLBOARD OPENING HI -R RIGID FOAM INSULATED HEADER I III 5/4 x b SMOOTH FIBER GEMENT BOARD 1_.. I :.. FINISH HEAD GA51NG 'HARDITRIM' BY JAMES TYPE OPENING (5F) OPENING (SF) OPENING HARDIE OR EQUIVALENT m tY .t t N f: a I'�TF `-x28855 4��` O NEWYU WxH GERTAINTEED 'MEMBRAIN' VAPOR BARRIER i� I) • ANDERSON. FASTEN PRIOR TO INSTAL LING COLONIAL CASING TO MATCH EXISTING, PROVIDE FULLY ADHERED FLASHING 003AANDERSEN MITERED AT EACH JAMB, (TYPICAL) j OVER WINDOW FLANGE AT WINDOW HEAD FWH5468 a PINE PRIME AND PAINT TO MATCH EXISTING AND JAM85. APPLY JAMB FLASHING II 'w ' PRIOR TO HEAD FLASHING FOR POSITIVE ;II 5'-4" x b'-8" 35.50 WINDOWS DRAINAGE. OUT BACK HOUSE WRAP AT a EXTERIOR DOORS WINDOW HEAD TO ALLOW FLASHING TO , ,- IOIA PROVIDE CONTINUOUS CAULK JOINT AND INSTALLBENEATH HOUSE WRAP. APE ' 20 `,, ROGUE VALLEY 211 (56) BACKER AT INNIBRIOR INT ` HOUSEWRAP TO FLASHING. INSWING EXTERIOR L AROUND EIRE WIN OW OPED �ING'(TYP.) PROVIDE CONTINUOUS CAULK JOINT AND 3oea 0 . RETURN WINDOW TRIM CASING TO WINDOW 't BACKER ROD AT BOTH EXTERIOR AND �' �. I BOX AT PERIMETER (TYPICAL) 4 INTERIOR JOINT AROUND ENTIRE WINDOW 103A ' OPENING (TYPICAL). PROVIDE WEEPS AT 5'-4' b'-8" 35.50 ANDERSEN FWH5468 ?BOTH CORNERS OF HEAD TRIM (TYPICAL) WHITE INSWING GLASS (z) zeas x TRIM BOARD WINDOW SURROUND. HARDIBOARD' BY JAMES HARDIE OR EQUIVALENT PROVIDE LOW EXPANSION FOAM IN PI INSULATION AT WINDOW PERIMETER (TYPICAL) WRAP "MEMBRANE" VAPOR BARRIER INSIDE WINDOW OPENING OVER FLEX FLASHING. SEAL AGAINST WINDOW FRAME WITH CONTINUOUS CAULK JOINT AND BACKER ROD (TYPICAL) AT ENTIRE PERIMETER OF WINDOW AT PERIMETER (TYPICAL) INTERIOR 3 1/2" WIND5OR JAMB CASING 1\�•i.l.l iii , /�,-, n.,l �.:rp\e", 111 pp\/�A JAMB CASING AT INTERIOR ANN UNIT ROUEN TOTAL ROUGH c �u IDITERIOR EXTERIOR ~ z z CLEAR LIGHT VENT z u SYMBOL QUANTITY OPENING OPENING MANUFACTURER MODEL# FINISH FINISH TYPE OPENING (5F) OPENING (SF) OPENING NOTES ., m tY .t t N f: a I'�TF `-x28855 4��` O NEWYU WxH (5F) i� I) ry ANDERSON. FASTEN PRIOR TO INSTAL LING (Sr) 003AANDERSEN FWH5468 a PINE WHITE IN5NIN6 GLASS 'w ' (y seae I 5'-4" x b'-8" 35.50 WINDOWS (APLR) a EXTERIOR DOORS IOIA I , 1 3'-0" x (b. -Vi 20 `,, ROGUE VALLEY 211 (56) PINE PINE INSWING EXTERIOR 16.46 16.46 3oea 0 . DOOR I DOOR 103A I 5'-4' b'-8" 35.50 ANDERSEN FWH5468 PINE WHITE INSWING GLASS (z) zeas x WINDOWS (APLR) EXTERIOR DOORS / Q PROVIDE IX BLOCKING OVER VAPOR i INSWING FIRE zD_ 5/4 HOUR FIRE RATED WITH 112A era I I 3'-O' x b'-8 20 THERMA-TRU SEg78HD WHITE WHITE RATED DOORSELF-GL05URE a BARRIER N AGORE'OOLLEGTION 1128 I q' -O x T -O" 63 OVERHEAD MODEL 2qb WH#TE WHITE GARAGE DOORWITH S'TOGKBRIDGE TEMPERED ao-ro ,, zz Q� q 00 DOORS r�aa F r Iii N Mo z GLA55 WINDOWS 12G 112I w w q'-0" x T -O 63 OVERHEAD 2qbPAINROGUE 4 I I J A5. DOORSMODEL 1 3'-O"x 6'-8"DOOR VALLEY 2661 (5G) PINE PINE INSWING EXTERIOR112P BEAD . PFJ WESTERN RED CEDAR 51LL5 WITH I DOOR16.46 TRIM BOARD WINDOW SURROUND. HARDIBOARD' BY JAMES HARDIE OR EQUIVALENT PROVIDE LOW EXPANSION FOAM IN PI INSULATION AT WINDOW PERIMETER (TYPICAL) WRAP "MEMBRANE" VAPOR BARRIER INSIDE WINDOW OPENING OVER FLEX FLASHING. SEAL AGAINST WINDOW FRAME WITH CONTINUOUS CAULK JOINT AND BACKER ROD (TYPICAL) AT ENTIRE PERIMETER OF WINDOW AT PERIMETER (TYPICAL) INTERIOR 3 1/2" WIND5OR JAMB CASING 1\�•i.l.l iii , /�,-, n.,l �.:rp\e", 111 pp\/�A JAMB CASING AT INTERIOR ANN 7- -----------}-------- J------ - j `,• c �u P H I N N E Y DESIGN GROUP ~ z z (may z z Nz z u 3/4" CORNER GUARD (BAGKDAM) BY Vl y W a- w 'z P, W w W � DO NOT CAULK OVER WINDOW WEEP SYSTEM (TYPICAL): �On .< m tY .t t N f: a I'�TF `-x28855 4��` O NEWYU w i� I) ry ANDERSON. FASTEN PRIOR TO INSTAL LING 'w ' SILL BLOCKING a tfl 0 w I / Q PROVIDE IX BLOCKING OVER VAPOR zD_ z I 5 a BARRIER N Q LL EXTEND GERTAINTEED MEMBRAIN' VAPOR Q �w J zz Q� q 00 r�aa F r Iii N z BARRIER UP AND OVER WINDOW SILL (n w w Or U F-�1 I I J A5. AGAINST R.O. PROVIDE CONTINUOU5 GAULK BEAD . PFJ WESTERN RED CEDAR 51LL5 WITH I I� DRIP RELIEF GUT. PITCH TO DRAIN I I I� II „ PROVIDE FULLY ADHERED VYGOR PLUS I I I I ' .` / r PROVIDE FOAMED IN PLACE INSULATION'" FLA5HING BY W.R. GRACE WITH END DAMS II /I'- J I . `_ AT WINDOW PERIMETER TYPICAL PRIOR TO INSTALLATION OF WINDOWS(TYPICAL). -------------------=-=------ ( LAP LAP OVER WEATHER BARRIER AT II 3_1/2 .:WINDSOR CASING APRON UNDER .' SILL. ALL W INDOW STOOLS (TYPICAL) LINE OF WEATHER RESISTIVEBARRIER II :. II 'TYVEWOR EOUIVALENT (TYPICAL) T ^��/��"Q� 5/4 x 3 SMOOTH FIBER GEMENT BOARD I 1 n � Aii B b', = I' -O" HEAD CASING 'HARDITRIMI BY JAMES I I I -- I ..;. HARDIE OR EQUIVALENT IIT SILL SILL CEM,ANT BOARD aEVEL CLAPBOARD o111 =I -0. SIDING 'HARDIPLANK' BY JAMES HARDIE (TYPICAL).. , ANN re c �u P H I N N E Y DESIGN GROUP ~ z z (may z z Nz z u Vl y W a- w 'z P, W w W W4 Z �On c�ERED NEL R. m tY .t t N f: a I'�TF `-x28855 4��` O NEWYU w a tfl 0 w 6 Q z zD_ z 5 a N Q LL Q �w J zz Q� q 00 r�aa F r Iii N z z w w Or U F-�1 • U] V Phi p J A5. ' GENERAL NOTES: CONCRETE NOTES' 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ACCUR DANCE WITH THE 2010 1 R L CO FORM TO ALL THE RE UIREMENTS OF ACI 318 -OS STRUCTURAL CONCRETE WO K SHA L N Q , PREFABRICATED STATE CH S HE 2006 INTERNAII ONAI RESIDENTIAL CODE RESIDENTIAL CODE OF NEW YORK WHI I T ` 'BUILDING CODE REQUIREMENTS FOR STRUCTURA L CONCRETE" IN IT'S ENTIRETY. CERTAIN ` < (IRC), PART VIII OF THE RESIDENTIAL CODE AND THE NEW YORK MODIFICATION S DEVELOPED TOGETHER. AS PORTIONS OF THIS SPECIFICATION ARE PRESENTED HERE ONLY FOR CLARIFICATION AND THE ' BY THE STATE FIRE PREVENTION AND BUILDING CODE COUNCIL AND IIS RESIDENTIAL CGDE ENTI PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ANSI TPI 1-2002 / CONTRACTOR'S CONVENIENCE AND ARE NOT INTENDED TO REPLACE OR AMEND THIS SPECIFICATION. T A A TO THE ARCHITECT FOR APPROVAL. MEfAI CONNECTIONS ARE REQUIRED AT PRODUC D T TECHNICAL SUBCOMMITTEE. 0TH ER SE THE PLANS. WI ON 3".A.0. END DIRECT ' 2 CONCRETE SHALL BE NORMAL WEIGHT AND DEVELOP A MINIMUM STRENGTH IN 28 DAYS AS 2 L OMPONENTS HAVE BEEN DESIGNED FOR THE FOL LOWING LIVE LOADS THE STRUCTURA C UNLESS SPEC.F FOLLOWS: - FLOOR LIVE LOADS: •., :.. :. ., :. ., s:<:: ,' • ,'. AAAA,. ,c.* k i-, . . ,:.;. .-,., -... -. A E STANDAR0.818.6.1 19.81.,, ' " SHALLCONFORM TO ANSI SM / O STRENGTH WATER/CEMENTITIOUS (W/Cm) RATIO TANDARD FOR METAL -PLATE -C R DESIGNS ONNECTED. WOOD TRUSS CONST UCTION" BY ROOMS OTHER THAN SLEEPING ROOMS 40 PSF :,-`10d COMMON I 3 TOE NAL OR .:. : fi : E RET'` 2 DI C .. , � SLEEPING ROOMS 30 PSF _ TO HIP: FOOTINGS AND WALLS 3000 PSI 0.50 1 STAIRS - 40 PSF 10 INTERIOR SLABS 4000 PSI 0.45 BU11D1NG €LEMENI BALCONIES 60 PSF SIZE PE /� EXTERIOR SLABS 4500 PSI 0.40 AND LOCATION DECKS 40 PSF , � " " '' .g:r:'S : I -`= - -... `` J _ ROOF. SHEATHING:, ,.;,,•8d 3 NO ADMIXTURES ARE PERMITTED WITHOUT THE ENGINEERS WRITTEN PERMISSION. CONCRETE ". ATTIC: I 2 EXPOSED TO THE WEATHER, SUCH AS. THAT USED IN FOUNDATION WALLS, SHALL CONTAIN 6% t y Wim STORAGE, ROOF SLOPE EXCEEDS 3:12 20 PSF 6 1.5% ENTRAINED AIR. DO NOT USE AIR ENTRAINMENT ADMIXTURES FOR INTERIOR SLABS. WITHOUT STORAGE, ROOF SLOPE 3:12 OR LESS 10 PSF I 1 I JOISTS SHALL BE MANUFA CTURED OF LAMINATED VENEER LUMBER AND BOTTOM FLANGES ^ NOTED ON THE DRAWINGS 4 CEMENT SHALL BE TYPE I OR TYPE II AND CONFORM TO ASTM C150. "� ROOF SNOW LOAD: S IE 1 THE NOMINAL SIZES PECIF D N T - " • MANUFACTURERS ARE TRUS.-JOIST MACMILLAN (iJl JOISTS), GEORGIA PACIFIC (GPI JOISTS) AND GROUND SNOW LOAD (Pg) 60 PSF 5 OTHER CEMENTITIOUS MATERIAL SUCH AS FLYASH OR GROUND GRANULATED BLAST- FURNACE BUILT UP GIRDER/BEAM 10d FOR 1.50" PLIES SLAG MAY BE BLENDED WITH CEMENT FOR USE IN THE CONCRETE MIX. FLYASH SHALL CONFORM HORIZ. ROWS TOP &BOT ( ) WIND DESIGN DATA: R OOF TRUSSES: TOP CHORD LIVE LOAD = SNOW OR ROOF LIVE LOAD, SEE GENERAL NOTE SHEET TO ASTM C618 AND MAY REPLACE CEMENT IF THE FOLLOWING RANGES FOR THE 2 CLASSES OF WITH TWO ROWS OF NAILS AT 12"O.C. (10D COMMON NAILS FOR 1 1/2" PLIES, 12D COMMON BASIC WIND SPEED (3 -SECOND GUST) 90 MPH 16d CLASS TO 3 CLASS F, 15 T 0 25%. GROUND GRANULATED BLAST- FURNACE 12" EXPOSURE C is SLOG SHALL CONFORM 70 ASTM C989 AND MAY NOT EXCEED 50% OF TOTAL WEIGHT OF SLAGS N R ST .I . II" NAILS FOR 1 3/4" PLIES). BUILT-UP MEMBERS OF MORE THAN 3 PLIES SHALL BE ASSEMBLED ` :.d I CEMENTfBOUS MATERIALS. 3 ALL STRUCTURAL WORK SHOWN OR SPECIFIED ON THESE DRAWINGS IS SUBJECT TO REVIEW BY 8 DOUBLED I -JOISTS ACTING AS HEADER AND TRIMMER BEAMS ARE TO BE CONSTRUCTED WITH SOLID FILLER BLOCKING NAILED BETWEEN THE JOIST WEBS. FILLER BLOCKING SHALL BE 'THE STRUCTURAL ENGINEER OF RECORD. ASPECTS OF THE WORK FOUND TO BE DEFECTIVE 6 COARSE AGGREGATE SHALL BE 3/4" AND CONFORM TO ASTM C33. 10d.COMMON BECAUSE IT DOES NOT MEET THE REQUIREMENTS SHOWN OR SPECIFED SHALL BE CORRECTED BY -4 TOE -NAIL " ` THE CONTRACTOR AT NO EXTRA COST TO THE OWNER AS DIRECTED BY THE ENGINEER. THE 7 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 50. � - 'CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 24 HOURS IN ADVANCE TO ALLOW THE ' O " BLOCKING.FOR FULL LENGTH IN HEADER BEAMS AND 2-0 TO EACH SIDE OF SUPPORTED 7 I ENGINEER TO SCHEDULE REVIEWS AT. THE FOLLOWING TIMES: 8 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WITH A MINIMUM YIELD STRENGTH OF 75 TOP AND BOTTOM EDGES NOT DRIVE BY .HAMMERING. FACILITATE INSTALLATION. BY PLACING SOAP OR OTHER LUBRICANT ON .- KSI. LAP ONE MESH SIZE AT SIDES AND ENDS AND WIRE TOGETHER. - -A. COMPLETION OF FOOTING FORM INSTALLATION ,THREADS. .,, .. : .` ,> > ,;1 TOP CHORD DEAD LOAD = 15 PSF ' 'B ..PRIOR TO POURING THE FIRST FOUNDATION WALL c THE FOLLOWING CONCRETE COVER SHALL BE PROVIDED FOR RENFORCEMENT; COMMON C. COMPLETION OF FIRST FLOOR DECK END DIRECT BOTTOM CHORD LIVE LOAD = 10 PSF NONCONCURRENT WITH OTHER LIVE LOAD D. COMPLETION OF -ROOF FRAMING 9 COVER (INCHES) N E `FINAL REVIEW AF "PUNCH LIST" - ., - AAAA; CONCRETE CAST AGAINST AND AAAA_ _ " _.. __ __._ - __ 0 c ur ur FEWER. STIFFENERo o ury HcD NAILS ET 2 IN FROM IOP OR B07TvM � 2 -10a C v S BOTTOM CHORD DEAD LOAD = 10 PSF ", , .;:,_ f PERMANENTLY EXPOSED TO EARTH: 3 4 THIS WORK HAS BEEN DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE CONSTRUCTION fY � - :? . I HAS BEEP! COMPLETED. THE STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS SOLELY THE BY 2-3/8' WIDE BY CLEAR WEB HEIGHT. MINUS 1/8".: STIFFENERS TO BE SET. TIGHT TO TOP OF CONCRETE EXPOSED TO EARTH OR WEATHER: BOTTOMS OF WOOD PLIES AND STEELPLATE FLUSH. PROVIDE 3 1/2"X3/8"X3.1/2" STEEL RESPONSIBILITY OF THE CONTRACTOR. THIS RESPONSIBILITY EXTENDS TO ALL ASPECTS OF THE 8d #6 THROUGH #18 BARS: 2 _ : SA ETY ERECTION METHODS ACTIVITY .INCLUDING, BUT NOT LIMITED TO, JOBSITE F AOECTION : #5 BAR AND SMALLER: 1 1/2 TS A V W HI HE JOIST CLEAR SPAN. S PP G WALLS OR POS FROM DOE IT N T U ORTIN ,- ERECTION SEQUENCE, TEMPORARY BRACING AND SHORING, USE OF EWIPMENT AND SIMILAR SEE 1 '; , , . I 10d COMMON CONSTRUCTION PROCEDURES. REVIEW OF CONSTRUCTION BY THE ENGINEER IS FOR CONFORMANCE DIRECT CONCRETE NOT EXPOSED TO WEATHER OR FLOORS: LIVE LOAD L/460 R; 0.75" WITH THE DESIGN ASPECTS ONLY, NOT TO REVIEW THE CONTRACTOR'S CONSTRUCTION AT BEARING WALL SUPPORTS, RECESS BEARING PLATE INTO BOTTOM OF FLITCH PLATE IF SEATED IN CONTACT WITH GROUND: .' ". PROCEDURES. LACK OF COMMENT ON THE PART OF THE ENGINEER WITH REGARD TO z SLABS, WALLS, JOISTS: 7 CONSTRUCTION PROCEDURES IS NOT TO BE INTERPRETED AS APPROVAL OF THOSE PROCEDURES. �� Q #14 AND #18 BARS 1 1/2 FLOOR TRUSS CHORD T6d COMMON #11 BAR AND SMALLER 3/4 5 SHOP DRAWINGS SUBMITTALS TO THE ENGINEER FOR APPROVAL ARE REQUIRED FOR CONCRETE ' BEAMS, COLUMNS -.PRIMARY REINFORCEMENT, - REINFORCING. AND PREFABRICATED I-JOISTS.FABRICATION AND/ OR DELIVERY TO THE SITE OF '?. TIES, STIRRUPS, SPIRALS 1 1/2 - THESE MATERIALS PRIOR TO RECEIPT OF APPROVAL B7 THE ENGINEER IS SOLELY AT THE ROOFS: SNOW LIVE -VERTICAL L 360 OR 1.0"; HORIZONTAL 0.375" / / 13 CONTRACTOR'S OWN RISK. 10 NO WELDING OF REINFORCING WILL BE PERMITTED. 6 SOME DETAILS OF THE WORK MAY BE SHOWN ON THE ARCHITECTURAL DRAWINGS. A CAREFUL :- 11 CONCRETE FORMWORK SHALL CONFORM TG THE REQUIREMENTS OF CHAPTER 6, ACI 318-05. TOTAL LOAD - VERTICAL L/240 OR 1.5'; HORIZONTAL 0.5" REVIEW AND STUDY OF THESE DETAILS ARE NECESSARY BEFORE THE FULL SCOPE OF THE WORK _; : IN ANY FORM BY ANY MEANS WITHOUT'THE CAN BE COMPREHENDED. A 12. FABRICATION AND PLACEMENT OF REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF 7 DO NOT SCALE DRAWINGS. D IMENSIONFD CHAPTER 7, ACI 318-05. EDGE F100R TRUSS i6d 13 CONSTRUCTION JOINTS AND EMBEDDED ITEMS, SUCH AS PIPING SLEEVES, SHALL CONFORM TO THE RE 0 C. DI CT I. - :, SHOP DRAWINGS AND DESIGN CALCULATIONS BEARING THE CERTIFICATION OF A PROFESSIONAL REQUIREMENTS OF CHAPTER 6, ACI 318-05. FOUNDATION AND EXCAVATION NOTES - 14 THE PRODUCTION OF CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 5 ACI 1 THE FOUNDATIONS HAVE BEEN DESIGNED TO REST ON INORGANIC, UNDISTURBED SOIL OR >I'' 318-05. COMPACTED GRANULAR FILL HAVING A PRESUMPTIVE BEARING VALUE OF 2500 PSF. SUCH BEARING - E APPROVAL. SHOP DRAWINGS SHALL CONTAIN THE FOLLOWING INFORMATION FOR EACH TYPE AND A STRATA IS ANTICIPATED AT THE BOTTOM OF FOOTING EIEVATI0N5 NOTED ON THE FOUND TION : 15 THE CGNVEYANCE, PLACEMENT AND PROTECTION OF THE CONCRETE SHALL CONFORM TO THE ' PLAN. L BEARING STRATA SHALL BE REVIEWED BY THE ENGINEER PRIOR TO PLACING 8"-0.C. REQUIREMENTS OF CHAPTER 5, ACI 318-05. MECHANICAL VIBRATORS ARE TO.BE USED TO - -- CONCRETE IN ORDER TO VERIFY THE PRESUMPTIVE. BEARING VALUE. - CONSOLIDATE THE FRESHLY CAST CONCRETE AROUND THE REINFORCING AND AGAINST FORM TRUSS TO SILL: SURF O PREVENT THE FORMATION OF AIR OR STONE POCKETS HONEYCOMBING PITTING ACES AND T - 2 I HE GROUND SURFACE OF ALL WITHIN THE PE RIMETER OF THE PROPOSED NEW STRUCTURE STRP T WORKING STRESS OF LUMBER USED; CALCULATED FORCE FOR EACH MEMBER AND CONNECTOR OR PLANES OF WEAKN ESS. HOWEVER CARE MUST BE USED TO AVOID OVER VIBRATION THAT CAN ` X AVATED SURFACE. I D ILL MATERIAL. COMPACT TOP OF REMAINING E C TOPSOIL ORGAN C AN F LEAD TO AGGREGATE SEGREGATION. 3 THE BOTTOM OF EXTERIOR FOOTINGS NOT ON SOLID ROCK SHALL BE AT LEAST 4'-0" BELOW 16 ' THE INSTALLATION OF SLABS SHALL CONFORM TO THE REQUIREMENTS OF -ACI 302.1R-04. : FINISHED GRADE. THE SURFACE OF THESOIL BELOW ALL FOOTINGS SHALL BE MECHANICALLY INTERIOR FINISH SLAB SURFACES ARE TO HAVE A CLASS A STEEL TROWEL FINISH.: SURFACES OF .COMPACTED PRIOR TO SETTING FOOTING FORMS. FOOTINGS ON LEDGE SHALL REST ON BROOM ". SLABS FORMING THE SUBSTRATE FOR MUD JOBS ARE TO HAVE A CLASS C SCRATCHED SURFACE. PERMANENT BRACING LOCATIONS FOR COMPRESSION MEMBERS. INCLUDE IN THIS SUBMISSION THE CLEAN SOLID ROCK. IF THE. SLOPE OF THE ROCK SURFACE EXCEEDS 1 ON 6, THE FOOTING ' E _ 7,600,000 PSI - S ACES ARE TO HAVE A CLASS B TOLERANCE WITH.THE FINISH AS SPECIFIED EXTERIOR SLAB URF SHALL B E DOWELED TO THE LEDGE WITH 3 4"0 STEEL RODS DRILLED 10 INCHES INTO THE ROCK.. ON THE ARCHITECTURAL DRAWINGS. SURFACE AT 2'-0' 0.0. STUDS: DOUGLAS FIR LARCH OR DOUGLAS FIR -LARCH STUD TO SOLE PLATE: Ed 17 THE CURING AND PROTECTION OF CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF 4 00 NOT UNDERMINE EXISTING OR NEWLY PLACED FOUNDATIONS BY EXCAVATING WITHIN A ZONE ;; CHAPTER 5 ACI 318-05. CONCRETE SLABS SHALL BE PROTECTED FROM LOSS OF SURFACE . (NORTH), NO. '2 DIRECTLY BELOW THESE FOUNDATIONS AND EXTENDING DOWN AND OUTWARDS AT A 45' ANGLE. ,' MOISTURE FOR NOT LESS THAN 7 DAYS USING A CURING COMPOUND CONFORMING TO ASTM C309 2 END DIRECT ! r` OR CONSTANTLY WETTED BURLAP. IF COLD WEATHER CONCRETING CONDITIONS EXIST AS DEFINED 5 PROTECT ALL SOIL UNDER FOUNDATIONS FROM FREEZING DURING CONSTRUCTION, DO NOT POUR ;.g BY.A PERIOD OF.MORE THAN THREE DAYS WHEN THE AVERAGE OUTDOOR TEMPERATURE, (HIGH + :, CGNCRETE ON FROZEN SOIL. LOW 2 IS LESS THAN 40' F THE PROCEDURES OUTLINED IN ACI 306.1 STANDARD SPECIFICATION. )/ , TO GOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED E = 1,600,000 PSI ' HALL BE CURING COMPOUNDS SHALL FOR C R C C S " OLD WETHHAN 6 IF STANDING WATER IS PRESENT IN THE FOOTING EXCAVATION, A 4 TO 6 INCH THICK LAYER OF �,,,) IN NDED ERLAY.. N COMPATIBLE WITH ANY INTENDED FLOORING OVERLAY. DO NOT INSTALL FINISH FLOORING UNTIL 3 4" CRUSHED STONE SHALL BE COMPACTED INTO THE BOTTOM OF THE EXCAVATION AND i SLAB HAS AC "LATELY DRED PEP. THE `MOORING MANUFACTURER'S SPEC FCATON - DEWATERING METHODS SHALL BE USED THAT WILL NOT UNDERMINE THE BEARING OF THE NEW CO '- ' WMMUN 9 ". O.C. DIRECT ' FOOTINGS. 18 THE FOLLOWING SUBMITTALS ARETO BE MADE TO AND APPROVED BY SIRACUSE ENGINEERS, PC CT STT `. (NORTH), SELECT STRUCTURAL - PRIOR TO COMMENCING ANY .WORK: 7 IN AREAS REQUIRING FILL, THE FILL MATERIAL SHALL BE A UNIFORMLY GRADED MIXTURE SAND "- OF THE SPECIES, SIZE, AND GRADE SPECIFIED ON THE APPROVED TRUSS SHOP DRAWINGS C AND GRAVEL WEIGHING NO LESS THAN PCF DRY DENSITY AFTER COMPACTION IN PLACE ,#4 A. CONCRETE DESIGN MIX FOR EACH STRENGTH OF CONCRETE REQUIRED ATTESTING THAT THE COMMON ` THIS MIXTURE SHALL BE UNIFORMLY GRADED HAVING NO S70NE GREATER THAN 3" IN ANY ONE ADE 9 - MIXES CAN ATTAIN THE MINIMUM REQUIRED STRENGTHS IN ACCORDANCE WITH CHAPTER 3 OF DIMENSION, AND WITH LESS THAN 10%, BY WEIGHT, PASSING A #200 SIEVE. THE FILL SHALL BE -..'ACI-301-05. PLACED IN THIN LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE COMPACTED WITH. 6 APPROPRIATE EQUIPMENT A MINIMUM OF 9 OF ITS .MAXIMUM DEN SI NEAR OPTIMUM'S s S AN A DITIVES. B. CERTIFICATES OF COMPLIANCE FOR CEMENT, AGGREGATE , D D - TO HE M ER MOISTURE. A SOILS TESTING LAB, HIRED BY. THE OWNER, SHALL TEST THE MATERIAL BEFORE AND IN H COMMON ; s .:;: �.. O.C. DIRECT AFTER COMPACTION FOR CONFORMANCE .WITH THIS SPECIFICATION.' -NO LIFTS SHALL BE PLACED , I l" _W C. :.SHOP. DRAWINGS WITH PLANS, ELEVATIONS, SECTIONS AND BENDING SCHEDULES INDICATING WHEN WEATHER CONDITIONS ARE SUCH THAT THE MOISTURE CONTENT OFTHE FILL CANNOT. BE I SOLE PLATE ALL REINFORCING AND ACCESSORIES NEEDED IN ADDITION TO ALL PROPOSED CONSTRUCTION ,, PROPERLY CONTROLLED. JOINTS LOCATIONS -. 8 FI AERIAL DO NOT DAMAGE NOR DISPLACE IN PLACING AND COMPACTING FILL AND BACK LL M T -" w:,a ?,, " '"=s : A A AND DELIVER TO THE SITE OF THESE MATERIALS PRIOR TO RECEIPT OF AND F BRC TON /OR Y CONCRETE WORK ALREADY PLACE BY CONTACT FROM COMPACTION MACHINERY, BY SUBJECTING : ;:AppROVAL OF THESE SUBMITTALS IS AT THE CONTRACTOR'S OWN RISK. '. IT 70 OVERTURNING FROM HEAVY COMPACTING LOADINGS, OR ANY OTHER CAUSE. >" AT FROST H " I LUMBER HAVING,. MOISTURE CONTENT AT THE TIME OF INSTALLATION OF 19% OR LESS.: WALLS BRING FILL AGAINST SUCH CONCRETE AT THE SAME RATE AS THE REMAINDER bF FILL, -i 'k 19. �. A DESIGNATED TESTING LABORATORY SHALL CONDUCT STRENGTH TEST IN. ACCORDANCE WITH THE COMPACTING UNIFORMLY ON BOTH SIDES USING HAND OPERATED TAMPERS. IN BASEMENT AND 5g FOLLOWING PROCEDURES CRAWL SPACE AREASDO NOT BACKFILL AGAINST WAILS UNTIL THE FLOOR OR ROOF DECK 10d COMMON 2" ON T A� EEN INSTALLED AN'D FULLY.. ATTACHED TO THE TOP OF THE BEARING ... ,HE HALLS H..., B - A. MAKE ONE STRENGTH TEST FOR EACH 50 CUBIC YARDS OR FRACTION THEREOF FROM EACH 3 FOUNDATION. -_ :JOISTS TO TOP PLATE: - MIX DESA N OF C R E LACE A ONE DAY EXCEPT THAT IN NO CASE :SHALL A GIVEN G ONC ET P DIN NY ;r. , - _ MIX DESIGN BE REPRESENTED BY LESS THAN FIVE TESTS. 9 - P I O A 2 SIEVE AND RETAINED THE SLAB ON GRADE SUB BASE SHALL BE CRUSHED STONE ASSN q : - ON A 1/4" SIEVE:. B. SECURE COMPOSITE SAMPLES IN ACCORDANCE WITH "METHOD OF SAMPLING. FRESH CONCRETE., (ASTM C172). EACH: STRENGTH TEST SHALL BE OBTAINED FROM A DIFFERENL BATCH OF " ". 10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING POURS TO MINIMIZE SHRINKAGE ,, CONCRETE ON A REPRESENTATIVE, TRULY RANDOM BASIS. WHEN PUMPING OR PNEUMATIC 0.0. TOE -NAIL 1 CRACKING. IN GENERAL, WALLS SHALL NOT BE POURED IN CONTINUOUS LENGTHS EXCEEDING 30 CONNECTOR PLATES BARE TO BE PRESSED INTO THE WOOD MEMBERS ON 80TH SIDES OF THE EQUIPMENT IS USED, SAMPLES SHALL BE TAKEN AT THE DISCHARGE END. SEVERELY DISTORTED BOWED, CUPPED, CHECKED, ETC.) LUMBER SHALL NOT BE USED. FEET AND SLABS NOT EXCEEDING 20 FEET WITHOUT CONTROL JOINTS. THE LOCATION AND CONFIGURATION OF JOINTS EXPOSED TO VIEW SHALL BE COORDINATED WITH THE ARCHITECT. C. MOLD FOUR SPECIMENS FROM EACH SAMPLE IN ACCORDANCE WITH "METHOD. OF MAKING AND 11 MINIMUM ANCHOR BOLT REQUIREMENTS FOR ATTACHMENT OF SUPERSTRUCTURE TO FOUNDATION CURING CONCRETE COMPRESSION AND FLEXURE SPECIMENS IN THE FIELD" (ASTM C31), AND I' CURE UNDER STANDARD MOIS URE AND TEMPE ATURE CONDITIONS, IN ACCORDANCE WITH SECTION PLATE TEETH IS OBTAINED WITHOUT CRUSHING THE OUTER SURFACE OF. THE WOOD. SHALL BE AS FOLLOWS:. : 7(A) AND 7(B) OF THE ABOVE ASTM METHOD. ' CRAWL SPACES, SLABS ON GRADE: 1/2"0 AT 6'-0" O.C. MAX SPACING 16' OAC. DIRECT. ' FULL HEIGHT BASEMENT: '-:3/4"O AT 4'-0" O.C. MAX SPACING D. DETERMINE SLUMP OF THE CONCRETE SAMPLE FOR EACH STRENGTH TEST AND WHENEVER "METHOD CONSISTENCY OF CONCRETE APPEARS TO VARY USING OF TEST OF SLUMP OF PORTLAND 12 EMBED ANCHOR BOLTS AMINIMUM OF 15" INTO MASONRY, 7' INTO CAST CONCRETE. INSTALL : CEMENT CONCRETE" (ASTM C43). THE SPAN. END NOTCHES SHALL NOT EXCEED ONE-FOURTH THEMEMBER DEPTH. BORED " ANCHOR BOLTS ARE TO BE PLACED S )THIN 12 OF CORNERS ON ALL EXTERIOR WALLS. BOLT W 16d E. DETERMINE AIR CONTENT OF NORMAL WEIGHT CONCRETE SAMPLE FOR EACH STRENGTH TEST IN 8 WITHIN i'-0" OF ALL CORNERS. ALL SILL PIECES SHALL HAVE A MINIMUM OF TWO ANCHOR :'- ACCORCANCE WITH EITHER "METHOD OF TEST FOR AIR CONTENT OF FRESHLY MIXED CONCRETE BY BCLTS. - LAPS AT ENO JOINTS P ESS Oft AIR CO R URE METHOD" (ASTM C231), "METHOD OF TEST F NTENT OFFRESHLY. MIXED 13 SIZES AND LOCATIONS OF ALL REQUIRED EMBEDDED ITEMS FOR ALL TRADES SUCH AS ANCHOR I ". CONCRETE B7 THE VOLUMETRIC METHOD" (ASTM C173). DRAWINGS. ' . OLT PIPING SLEEVES HOLDOWN ANCHORS ETC. SHALL BE COORDINATED BY THE GENERAL SHALL NOT EXCEED ONE THIRD THE MEMBER DEPTH. (24" MIN. OFFSET): : , - CONTRACTOR WITH 0 THER TRADES F. TEST THrcEE SrEGMENS: ONE AI bEVEN DAra, AND TWO A7 [8 DAYS IN At-COrcDAN�E w1TH - "METHOD OF TEST FOR COMPRESSIVE STRENGTH OF MOLDED CONCRETECYLINDERS" ASTM C39 . ( ) 14 INVERTS OF .FOOTING .DRAIN, IF REQUIRED, ARE TO BE SET A. MINIMUM OF 2' ABOVE THE BOTTOM - THE 28 DA TEST L VE GE OF THE TWO SPECIMENS. IF THE AVERAGE Y RESULT SHA L THEA RA - �r rw .CENT FOOTINGS TRUSSES SHALL BE INSTALLED PLUMB, ADEQUATELY BRACED. IN THE PROPER ORIENTATION, AND OF THE TWO SPECIMENS IS LESS THAN THE REQUIRED STRENGTH, TEST. THE FOURTH SPECIMEN TH PANELS: „` DOUBLE TOP PLATE - 16d AT 45 DAYS. WHEN HIGH EARLY STRENGTH IS REQUIRED, TWO SPECIMENS. SHALL BE TESTED AT . 15 : KEEP FOUNDATION E%CAVATIONS FREE FROM WATER AT ALL TIMES. � SEVEN DAYS. :.. - 16 USE LEAN CONCRETE f'c = 1500 PSI OR CONTROLLED COMPACTED FILL FOR OVER -EXCAVATION GENERAL WOODNOTES: _ OF FOOTINGS. ,� : - 17 WHERE FOOTINGS ARE IN CLOSE PROXIMITY OF SUB SURFACE PIPING, BOTTOM OF FOOTINGS 1 NAL DESIGN S ECIFICATION FOR WOOD DESIGN IS BASED ON THE 2005 AF&PA NDS "NATIO P T E WISE SHOWN ON THE SHALL BE AT LEAST 8".BELOW ELEVATION OF PIPING,UNLESS. 0 H R Ig {{ WOOD CONSTRUCTIGN WITH 2005 SUPPLEMENT". DRAWINGS 4 STUD BEARING WALLS, SHEAR WALLS, AND ROOF AND FLOOR DECKS SHALL BE FRAMED WITH THE 18 EXI TIN �UNOER ROUND UTILITIES IN AR EAS OF EXCAVATION WORK. EXISTING UTILITIES: LOCATE S G G ",, ' MEMBER SIZES AND OR TYPES AT THE SPACINGS SHOWN ON PLAN. THE CONTRACTOR SHALL / PROVIDE ADE DATE MEANS DF SUPPORT AND PROTECTION DURING EAR THWORK OPERATIONS. D `- COORDINATE LOCATIONS OF ALL PLUMBING PIPING HVAC DUCTING AND RECESSED LIGHTING ASSOCIATION. ONLY PLYWOOD SHALL BE USED ON FLOORS. - 8d E M E TE EIN FIXTURES ETC. PRIOR TO LAYOUT TO MINIMIZE INTERFERENC THAT AY R QUIRE H AlT R G - ' . BELL SHAPED FOOTINGS /'PIERS: � .T,_ i OR STRENGTHENING OF THE INSTALLED FRAMING. 1 : BELL SHAPED FOOTINGS /PIERS ARE MONOLITHIC CAST -IN-PLACE CONCRETE FOOTINGS AND -, 3 ALL WOOD FRAMING IS TO BE STORED ON SITE ABOVE TH G OUND ON STICK RS INDOORS 0 10d PIERS USED TO SUPPORT ISOLATED POSTS OR BEAMS SUPPORTING ELEVATED STRUCTURES SUCH ii UNDER TARPS WITH ADEQUATE CLEARANCES TO ALLOW AIR CIRCULATION. ':AS DECKS AND PORCHES. :: ELL SHAPED FOOTINGS PIERS SUCH AS THOSE MANUFACTURED / i , SHEATHING PANELS FOR F OORS, ROOF, AND WALLS SHALL BE APA RATED SHEATHING, EXPOSURE - -BY 'BIGFOOT SYSTEMS").SHALLCONSIST OF .BELL SHAPED FOOTING FORM TO BE ALL 4 y WALLS SHALL BE INSTALLED STRAIGHT AND PLUMB. FLOORS SHALL BE INSTALLED LEVEL AT THE ARCHER ELEVATION. RQOFS SHALL BE INSTALLED AT THE PITCHES INDICATED ON THE 1 MANUFACTURED OF HIGH DENSITY POLYETHYLENE.(HDPE) USED IN CONJUNCTION WITH FIBRE. PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK. ARCHITECTURAL DRAWINGS 1, WITH A MINIMUM SPAN INDEX RATING OF 48 24. SEE ARCHITECTURAL PLANS FOR THICKNESS. / :. SPIRALLY WOUND, CONSTRUCTION TUBES. BELL SHAPED FOOTING FORMS SHALL HAVE ADEQUATE>f 8d COMMON , 4" 'STRENGTH TO RESIST DISTORTION OF THE FORM FROM THE PRESSURE OF THE BACKFILL AND 5- JOISTS AND RAFTERS SHALL BE INSTALLED DIRECTLY OVER BEARING STUDS UNLESS OTHERWISE ' ,POURED CONCRETE. THE SLOPED SIDES SHALL HAVE VENT HOLES TO ALLOW TRAPPED AIR TO t DETAILED. 'ESCAPE. O.C. OTHER 12 BO OM CHORD MEM ERS SHALL BE A MINIMUM OF ONE 2x6 WOOD ROOF TRUSS TOP AND TT B 3 6 JOISTS AND RAFTERS SHALL BE SUPPORTED LATERALLY AT EACH SUPPORT BYFULLDEPTH SOLID 2 FOOTING PIER SIZES ARE INDICATED GENERICALLY ON PLAN A.S THE DIAMETER AT THE BASE OF / ? r : BLOCKING 2" iN THICKNESS, EXCEPT WHERE JOISTS ARE SUPPOKIED. 6Y A FLUSH HEADER OR mB BELL SHAPED FOOTING /PIER. THE DIAMETER Or THE TUP OF THE BELL SHAPEd FOGTinc, -.t $ NAILED TO A RIM JOIST. GYPSUM SHEATHING THE CO ST U O TUBE. CONSTRUCTION TUBE SIZES ARE SHALL MATCH THE DIAMETER OF N R CTI N - O.C. ALONG ALL j F CONSTRUCTION TUBE. INDICATED ON PIAN AS THE INSIDE DIAMETER 0 THE 7 PROVIDE A MINIMUM OF TWO STUDS AT EACH END OF ALL FLUSH FRAMED HEADERS OR BEAM " W/ 7/16" HEAD/ UNLESS MORE ARE INDICATED ON PLAN. PROVIDE ONE JACK STUD AND ONE FULL KING STUD AT 3 OR ELL HA ED OOTIN YSTEMS SHALL BE PREPARED AS PER THE.BOTTOM OF EXCAVATION F B S P F G S x EACH END OF ALL DROPPED HEADERS OR BEAMS, UNLESS MORE JACK AND KING STUDS ARE - THE "FOUNDATION AND EXCAVATION NOTES" ON TITS SHEET. : INDICATED ON PLAN POSTS SHALL BE SOLIDLY ^BLOCKED THROUGH ALL INTERVENING FRAMED - T DECKS DOWN TO SUPPORTING GIRDER/BEAMS OR TOP OF FOUNDATION. 4 BELL SHAPED FOOTINGS / PIERS OF THE PROPER SIZE, WITH A SINGLE #5 REBAR CENTERED ON ': ', '' THE FOOTING /PIER UNLESS OTHERWISE SPECIFIED ON PLAN, ARE TO BE INSTALLED PLUMB AND 8 FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH PREFABRICATED GALVANIZED STEEL HANGERS - LEVEL AT THE LOCATIONS SHOWN ON THE DRAWINGS USING THE MANU FACTURER'S RECOMMENDED 1. MADE BY SIMPSON STRONG -TIE CO. INC. OR BY UNITED STEEL PRODUCTS CO. USP OF WIDTH ( ) DETAILS UNLESS OTHERWISE NOTED ON PLANS .! AND DEPTH APPROPRIATE FOR THE SUPPORTED MEMBER. INSTALL WITH THE TYPE AND QUANTITY ROOF & CRT LNG CONSTRUCTION OF FASTENERS RECOMMENDED BY THE MANUFACTURER. PREFABRICATED STEEL HANGERS USED IN - e CONTACT WITH PRESERVATIVE PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED IN 5 `1 ACCORDANCE WITH ASTM A123 OR STAINLESS STEEL, TYPE 316, OR HAVE A "TRIPLE ZINC" (ASTM G185) COATING. FASTENERS IN CONTACT WITH PRESERVATIVE PRESSURE TREATED WOOD SHALL ,:f n BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153 OR STAINLESS STEEL, TYPE 316. 1 - 16d ; ,3 DO NOT MIX STAINLESS STEEL AND GALVANIZED FASTENERS AND CONNECTORS. TOE NAIL : 1 ,, 9 CONTRACTOR SHALL CHOOSE METAL CONNECTOR (SIMPSON, USP, OR APPROVED EQUAL) BASED ON WOOD FA STENERB__N4T_ES: : . , .. .c-.. '.' . .. FN = 2600 PSI .:. ,. Fc = .2510 PSI (PARALLEL TO GRAIN) S ",Lj,. ROOF RAFTER ' ., PREFABRICATED WOOD TRUSS NOTES: ` MEMBER. REACTIONS. SHOWN ON DWG'S AND/OR CONNECTION CONFIGURATION AND PROVIDE 1 WOOD COMPONENTS ARE TO BE FASTENED TOGETHER. AS .INDICATED IN THE FOLLOWING SCHEDULE 1 PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ANSI TPI 1-2002 / 2" O.C. TOE -NAIL OR + T A A TO THE ARCHITECT FOR APPROVAL. MEfAI CONNECTIONS ARE REQUIRED AT PRODUC D T -C I ICALLY IND) .TED 0TH ER SE THE PLANS. WI ON 3".A.0. END DIRECT ' ;5, y, 3 AN7 CFTHESE MATERIALS MAY BE USED, WTERCHANGEABLY FOR MEMBERS THAT ARE NGTED ON "NATIONAL i' -: .: FLU H FRAMED CONDITIONS ROOF RAFTER HOEDOWNS AND POST CAPS AND BASES. S UNLESS SPEC.F PLAN SINGULARLY AS LVL. MEMBER SIZES SHOWN ON PLAN' WIDTH X DEPTH) MAY BE ( ' ' ` '"' •., :.. :. ., :. ., s:<:: ,' • ,'. AAAA,. ,c.* k i-, . . ,:.;. .-,., -... -. A E STANDAR0.818.6.1 19.81.,, ' " SHALLCONFORM TO ANSI SM / - '. - : " ' :' • - ` TANDARD FOR METAL -PLATE -C R DESIGNS ONNECTED. WOOD TRUSS CONST UCTION" BY JACK RAFTER :,-`10d COMMON I 3 TOE NAL OR .:. : fi : E RET'` 2 DI C .. , � i ED. MEMBER SIZES FOLLOWED ONLY BY.PSL MUST BE INSTALLED AS A.SOUD BOLTING AS REQU R ,, _ TO HIP: 16d COMMON : .. O •' ND > ,., ,-, •. ,,. • m E TRUSS PLATE INSTITUTE TPI . 10 STRUCTURALWOOD FRAMING USED IN EXTERIOR APPLICATIONS OR IN CONTACT WITH CONCRETE OR BU11D1NG €LEMENI NAIL SIZE PE /� NUMBER AND LOCATION AAAA.. . _ <:._ ;' - , ,:: , � " " '' .g:r:'S : I -`= - -... `` J MASONRY SHALL BE SOUTHERN YELLOW PINE NO. 2 OR BETTER, ACO (ALKALINE COPPER ROOF. SHEATHING:, ,.;,,•8d COMMON C + 6" O.C. EDGES ' " ' ". 1 2 THE MANUFACTURER SHALL DESIGN THE TRUSSES FOR THE FOLLOWING LOADS UNLESS OTHERWISE , 10 : A.C. OTHER: QUATERNARY) ORCA (COPPER AZOLE) PRESERVATIVE PRESSURE TREATED WOOD WITH A 6 :: - DO NOT CUT OR NOTCH FLANGES WEBS OPEN) NG MAY BE CUT ONLY AS RECOMMENDED IN THE NAIL ANU AAAA. IF-REQUIRED,'LEAD HOLE DIAMETER SHALL NOT EXCEED 75% OF NAIL/SPIKE D IAMETER. '. :4 I 1 I JOISTS SHALL BE MANUFA CTURED OF LAMINATED VENEER LUMBER AND BOTTOM FLANGES ^ NOTED ON THE DRAWINGS P R PRIATE FOR END USE. RETENTION A P 0 - FLOOR CONSTRUCTION XTE AND ORIENTED STRAND BOARD WEBS BONDED TOGETHER :'KITH AN EXTERIOR ADHESIVE. APPROVED ' e 2 NAILS AND .,PIKES SPECIFIED ON PLAN SHALL CONFORM 70 S IE 1 THE NOMINAL SIZES PECIF D N T - " • MANUFACTURERS ARE TRUS.-JOIST MACMILLAN (iJl JOISTS), GEORGIA PACIFIC (GPI JOISTS) AND , :FEDERAL SPECIFICATIONS FF 11 BUILT-UP MEMBERS OF THREE PLIES Oft LESS SHALL HAYS ADJACENT PLIES NAILED TOGETHER BUILT UP GIRDER/BEAM 10d FOR 1.50" PLIES `2 HORIZ. ROWS TOP &BOT ( ) THREAD. R OOF TRUSSES: TOP CHORD LIVE LOAD = SNOW OR ROOF LIVE LOAD, SEE GENERAL NOTE SHEET WITH TWO ROWS OF NAILS AT 12"O.C. (10D COMMON NAILS FOR 1 1/2" PLIES, 12D COMMON (3 PLIES OR LESS): 16d FOR 1.75" PLIES 12" O.C. DIRECT I is UNBALANCED SNOW LOAD SHALL BE CONSIDERED WHERE .I . II" NAILS FOR 1 3/4" PLIES). BUILT-UP MEMBERS OF MORE THAN 3 PLIES SHALL BE ASSEMBLED ` :.d I SHANK, AND 60% OF SHANK DIAMETER FOR THREADED PORTION OF SHANK., T ; `' - 'L _' -� ` ' `IT' '`A - 8 DOUBLED I -JOISTS ACTING AS HEADER AND TRIMMER BEAMS ARE TO BE CONSTRUCTED WITH SOLID FILLER BLOCKING NAILED BETWEEN THE JOIST WEBS. FILLER BLOCKING SHALL BE REQUIRED BY THE NYS BUILDING CODE x '' +' < D. 'THRU BOLTS -.LEAD HOLE DIAMETER 1 32 -TO .1/16 LARGER THAN NOMINAL BOLT WITH 1/2' DIAMETER THRU BAITS AT 96"OAC. STAGGERED UP AND DOWN WITH 2" CLEARANCE AT FLOOR J01515 TO 10d.COMMON -4 TOE -NAIL Ct SHALL EQUAL 1.1 FOR SNOW LOAD. CALCULATIONS IN z ' , :; '^�. ,' : , T " ' SILL OR GIRDER: ' O " BLOCKING.FOR FULL LENGTH IN HEADER BEAMS AND 2-0 TO EACH SIDE OF SUPPORTED 7 I TWAT ."I AREAS OF TRUSSED ROOFS HEADER IN TRIMMER BEAMS WITH 1 8".CLEAR BETWEEN TOP AND .BOTTOM EDGES OF. FILLER AND TOP AND BOTTOM EDGES NOT DRIVE BY .HAMMERING. FACILITATE INSTALLATION. BY PLACING SOAP OR OTHER LUBRICANT ON .- JOIST FLANGES. 'HAMMER NAILS .THRU NEAR WEB, FILLER AND FAR WEB THEN CLINCH. NAIL WITH ,THREADS. .,, .. : .` ,> > ,;1 TOP CHORD DEAD LOAD = 15 PSF FLITCH BEAMS ARE TO BE ASSEMBLED WITH 1/Y DIAMETER THRU BOLTS 1 STAGGERED RIM/BOX JOIST TO i6d COMMON 3 END DIRECT BOTTOM CHORD LIVE LOAD = 10 PSF NONCONCURRENT WITH OTHER LIVE LOAD 12 9 JOIST END: N WITHOUT CRUSHING WOOD .FIBERS UNDER -WASHERS. .' e ,r-: '7 , „ ., - AAAA; AAAA_ _ " _.. __ __._ - __ 0 c ur ur FEWER. STIFFENERo o ury HcD NAILS ET 2 IN FROM IOP OR B07TvM � 2 -10a C v S BOTTOM CHORD DEAD LOAD = 10 PSF ", , .;:,_ f L ILITCH, UP AND DOWN,WITH 2" CLEARANCE AT TOP AND BOTTOM EDGES. ASSEMBLE FLITCH BEAM WITH 1/2"; (5/8" OR 1" PLYWOOD FOR 1-i/2",1-3/4" AND 2-1/4" (MIN) WIDE JOIST RESPECTIVELY, fY � - :? . I : BY 2-3/8' WIDE BY CLEAR WEB HEIGHT. MINUS 1/8".: STIFFENERS TO BE SET. TIGHT TO TOP OF BOTTOMS OF WOOD PLIES AND STEELPLATE FLUSH. PROVIDE 3 1/2"X3/8"X3.1/2" STEEL BRIDGING TO JOISTS: 8d COMMON 3 TOE NAIL OR - : S- MAXIMUM ALLOWABLE OFF) FCTIONS: E TS A V W HI HE JOIST CLEAR SPAN. S PP G WALLS OR POS FROM DOE IT N T U ORTIN ,- BEARING PLATES AT ENDS OF FLITCH BEAMS. RECESS BEARING PLATE INTO TOP PLATE OF WALL 1 '; , , . I 10d COMMON 2 DIRECT ;: ] FLOORS: LIVE LOAD L/460 R; 0.75" AT BEARING WALL SUPPORTS, RECESS BEARING PLATE INTO BOTTOM OF FLITCH PLATE IF SEATED r y .' ". ) I z - 7 TOTAL LOAD - L/360 1.0' �� Q IN PREFABRICATED BEAM HANGER. FLOOR TRUSS CHORD T6d COMMON 3 DIRECT VJ s®.1 TO SILL OR GIRDER: - .. ROOFS: SNOW LIVE -VERTICAL L 360 OR 1.0"; HORIZONTAL 0.375" / / 13 EXTERIOR END WALLS OF CATHEDRAL CEILING SPACES SHALL BE FRAMED WITH STUDS RUNNING CONTINUOUSLY (NOT. SPLICED) FROM .FLOOR TO ROOF. BAND JOIST TO 10d COMMON 3 DIRECT x ' DRAWING MAY BE REPRODUCED OR COPIED TOTAL LOAD - VERTICAL L/240 OR 1.5'; HORIZONTAL 0.5" I TRUSS END: IN ANY FORM BY ANY MEANS WITHOUT'THE I 3 SPACING, DEPTH REQUIREMENTS SPECIFIED ON THE FRAMING PLANS SHALL NOT BE EXCEEDED. D IMENSIONFD WOOD FRAMING NOTES: EDGE F100R TRUSS i6d COMMON 8" RE 0 C. DI CT I. 4 :, SHOP DRAWINGS AND DESIGN CALCULATIONS BEARING THE CERTIFICATION OF A PROFESSIONAL 'C '• IN THE PRODUCTION OF SHOP DETAILS AND , ' l4 ``` ;.;_ : ERECTION DRAWINGS IS EXPRESSLY FORBIDDEN. BOTTOM CHORD TO SILL: ENGINEER REGISTERED IN THE STATE OF NEW YORK SHALL BE SUBMITTED TO THE ENGINEER. FOR THE STP.UCTLRRLWOOD STRESS G.A.. STA;dPED LUMBER. SPALL 3E GRACED AS FOLLOWS APPROVAL. SHOP DRAWINGS SHALL CONTAIN THE FOLLOWING INFORMATION FOR EACH TYPE AND EDGE FLOOR JOIST/ tOd COMMON 8"-0.C. TOE -NAIL SIZE OF TRUSS ASSEMBLY TO BE PROVIDED: DETAIL OF TRUSS; SPECIES, SIZE, GRADE AND JOISTS AND RAFTERS: DOUGLAS FIR LARCH OR DOUGLAS FIR -LARCH TRUSS TO SILL: WORKING STRESS OF LUMBER USED; CALCULATED FORCE FOR EACH MEMBER AND CONNECTOR .(NORTH), N0. 2. : (N RTH),) PLATE SIZES AND ORIENTATION, CONNECTIONS FOR ASSEMBLING MULTIPLE PLY TRUSSES AND = 850 PSI, PERMANENT BRACING LOCATIONS FOR COMPRESSION MEMBERS. INCLUDE IN THIS SUBMISSION THE ' E _ 7,600,000 PSI - WAL ON CTION �� FOLLOWING: A.) TYPICAL GABLE END TRUSS DETAILS, B.) OVERBUILD TRUSS DETAILS, C.) STUDS: DOUGLAS FIR LARCH OR DOUGLAS FIR -LARCH STUD TO SOLE PLATE: Ed COMMON 4 TOE -NAIL AR ',. PIGGYBACK TRUSS DETAILS, D.) .ERECTION PLAN INDICATING LOCATION AND QUANTITY OF EACH . (NORTH), NO. '2 ' 16d COMMON 2 END DIRECT ! TRUSS TYPE AND E.) BUILDING COMPONENT AND SAFETY INFORMATION (BCSI-1-03) BOOKLET - "GUIDE Fb (BASE) = 850 PSI, :, TO GOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED E = 1,600,000 PSI TOP. PLATE TO STUD: 16d COMMON .2 END DIRECT WOOD TRUSSES".. -' ^: : RCH _ "^"^ "^ H HEAVY LIMB,,, DOUGLAS FIR Oft uGwT_va Ort-LArtCn DUUIeLt STUDS) OUBLE - iud CO '- ' WMMUN 9 ". O.C. DIRECT ' 5 ALL LUMBER USED IN THE FABBRICATION OF TRUSSES SHALL -BE STRESS GRADED AND SHALL 'PE CT STT `. (NORTH), SELECT STRUCTURAL - � ".1. OF THE SPECIES, SIZE, AND GRADE SPECIFIED ON THE APPROVED TRUSS SHOP DRAWINGS - ,� Fb (BASE) =.:1600 PSI CORNER STUDS: 16d COMMON ` 16": O.C. DIRECT : 6 CONNECTOR PLATES SHALL BE STAMPED FROM 16, 18, OR 20 GAUGE, GRADE A, GALVANIZED b'. E = 1,600,000 PSI ':I - TO 16d COMMON 8" O.C. DIRECT H 7E WIDTH AND P UAL OR EXCEED THAT STRUCTURAL STEEL. BOT PLA LATE LENGTH MUST EQ ,". I SOLE PLATE SPECIFIED IN THE APPROVED TRUSS SHOP DRAWINGS. 2 THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND. THEIR CONNECTIONS IS BASED ON THE JOIST OR BLOCKING: I I LUMBER HAVING,. MOISTURE CONTENT AT THE TIME OF INSTALLATION OF 19% OR LESS.: - 7 TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE APPROVED TRUSS SHOP DRAWINGS -. BLOCKING BETWEEN 10d COMMON 2" O.C, TOE -NAIL - - FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO 3 JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN". UP (I.E. POSITIVE CAMBER) AND WITHIN -_ :JOISTS TO TOP PLATE: - , - _ INSURE TIGHT FITTING JOINTS AND UNIFORMgY IN COMPLETED TRUSS UNITS. 1/2". OF STRAIGHT, END-TO-END ALIGNMENT. '' : - �(1WISTED, / PLLAATE IST TO ' 16d COMMON 8" 0.0. TOE -NAIL 1 8 CONNECTOR PLATES BARE TO BE PRESSED INTO THE WOOD MEMBERS ON 80TH SIDES OF THE 4 SEVERELY DISTORTED BOWED, CUPPED, CHECKED, ETC.) LUMBER SHALL NOT BE USED. ..RIP TRUSS AT EACH JOINT AS NOTED ON THE APPROVED SHOP DRAWINGS SO FULL PENETRATION OF •l 1 � ' I' PLATE TEETH IS OBTAINED WITHOUT CRUSHING THE OUTER SURFACE OF. THE WOOD. 5 NOTCHES IN THE TOP OR BOTTOM OF. DIMENSIONED LUMBER JOISTS OR RAFTERS SHALL NOT (DOUBLE TOP PLATE: 16d COMMON • 16' OAC. DIRECT. - EXCEED ONE-SIXTH THE MEMBER. DEPTH AND SHALL NOT BELOCATED IN THE MIDDLE THIRD OF 9. TRUSS SUPPLIER SHALL FURNISH ALL REQUIRED HANGERS, HOEDOWN STRAPS AND OTHER THE SPAN. END NOTCHES SHALL NOT EXCEED ONE-FOURTH THEMEMBER DEPTH. BORED DOUBLE TOP PLATE 16d COMMON 8 DIRECT :'- PREFABRICATED FASTENING OR CONNECTING DEVICES INDICATED ON THE APPROVED TRUSS SHOP 'HOLES SHALL NOT BE WITHIN 2" OF -THE TOP AND BOTTOM OF THE MEMBER AND THEIR. DIAMETER - LAPS AT ENO JOINTS , - I I ". ;. DRAWINGS. ' . SHALL NOT EXCEED ONE THIRD THE MEMBER DEPTH. (24" MIN. OFFSET): I .. .: ;�. - `.' - 10 TRUSSES SHALL BE INSTALLED PLUMB, ADEQUATELY BRACED. IN THE PROPER ORIENTATION, AND SHEATHING PANELS: „` DOUBLE TOP PLATE - 16d COMMON : . . ' 2 DIRECT I � AT THE SPACING SPECIFIED ON THE APPROVED ERECTION .PLAN AND IN ACCORDANCE WITH -: •' -;.. LAPS AT CORNERS . - _, BCSI-1-03. PERMANENT WEB MEMBER BRACING/ WEB REINFORCEMENT SHALL BE INSTALLED AS 1 SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL CONFORM TO U.S. AND INTERSECTIONS: ' ;.'1. I NOTED ON THE APPROVED SHOP DRAWINGS IN ACCORDANCE WITH BCSI-I-B3. .: PRODUCT STANDARD PS -1, AND BEAR THE APA GRADE -TRADEMARK OF THE AMERICAN PLYWOOD ",, ' - ' ASSOCIATION. ONLY PLYWOOD SHALL BE USED ON FLOORS. HEADER END TO :: ' I 8d COMMON 2" O.C. TOE -NAIL OR 1) CUTTING OF TRUSS MEMBERS OR FIELD ALTERATION OF ANY TRUSS IS NOT PERMITTED WITHOUT A +_ + TRIMMER: 10d COMMON '3" O.C. DIRECT I - ' E -E NDRAWING FROMTHE TRUSS SUPPLIER BEARING THE CERTIFICATION OF A REVIS D D S G _ - , SHEATHING PANELS FOR F OORS, ROOF, AND WALLS SHALL BE APA RATED SHEATHING, EXPOSURE - 1 ': PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK. 1, WITH A MINIMUM SPAN INDEX RATING OF 48 24. SEE ARCHITECTURAL PLANS FOR THICKNESS. / APA RATED SHEATHING: 8d COMMON , 4" D.C. AT EDGES -:. '. ,. t e' O.C. OTHER 12 BO OM CHORD MEM ERS SHALL BE A MINIMUM OF ONE 2x6 WOOD ROOF TRUSS TOP AND TT B 3 THI PANEL ON FLAT SURF. E ALL BE INSTALLED WITH FACE GRAIN PERPENDICU LAR SHE. NG S C S SH � •,. �',• E EM ER HERE RE UIRED BY LOADS DEFLECTION OR CONNECTION MEMBER. SUPPLY LARG R M 8 S W Q ACROSS TO SUPPORTS AND CONTINUOUS OVER TWO OR MORE SPANS. GYPSUM SHEATHING GALL, 11GA X1.75" 4" O.C. ALONG ALL j REQUIREMENTS. '" W/ 7/16" HEAD/ BEARING POINTS i 4 WALL SHEATHING AND FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH ' ,:. DIAMOND . ` ``` , CONSTRUCTION ADHESNE SUCH AS PL200, L.L'D IN A CCNTINUCUS 1 * WIDE BEAD ALONG THE '" y ': ', '' I - MEMBER LENGTH. i. .:: [ • ..: " ROOF & CRT LNG CONSTRUCTION 5 AT DESIGNATED SHEAR WALLS, HORIZONTAL EDGES OF WALL SHEATHINGS SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE BACKING FOR SPECIFIED PANEL EDGE NAILING. s ,:CEILING JOIST 16d COMMON 4 TOE NAIL : : ;e. , TO TOP PLATE: • " :.. .:I LAMINATED VENEER'LUM-ER V AND PARALLEL STRAND LUMBER PS) NOTES (L1) (� T P - a CEILING JOISTS LAS 1 Od COMMON ,4 DIRECT - - - ..;.' (OVER PARTITION): `. c 1 „ ,. LAMINATED VENEER LUMBER SHALL BE MICRO -LAM AS MANUFACTURED BY TRUS JOIST ;=1, MACMILLAN, "G -P LAM" AS MANUFACTURED BY THE GEORGIA PACIFIC CORPORATION OR ' CEILING JOISTS 10d COMMON 5 DIRECT ": , - .. LAMINATED "GANG LAM" AS MANUFACTURED BY THE LOUISIANA PACIFIC CGRPORAT ON TO RAFTER: STRUCTURAL LUMBER SHALL BE:"POWER BEAM" AS MANUFACTURED BY ANTHONY FOREST ",,. :'. ' .L ,,; .. " " IMG C P Y ", G A I FT G G FF G I I BE A 1 d I F PRODL._ AM. PN.. P.F ND LU.M__R PPR AS MP.NJFACTUR._D B7 COLLAR .TIE 10d CQMMDN ;, 5 DIRECT '.. :�. .____ _TR _NA.__ __ __.M `TRUS JOIST MACMILLAN. ` ., .,, ., TO RAFTER: � I AAAA , *`,W' .` 2 MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS SHALL BE AS FOLLOWS: ROOF RAFTER E• 10d COMMON 4 TOE -NAIL : '^i ti . TO TOP PLAT . _, s "' : . , .. .c-.. '.' . .. FN = 2600 PSI .:. ,. Fc = .2510 PSI (PARALLEL TO GRAIN) S ",Lj,. ROOF RAFTER ' ., ::' . i6d•COMMON ;. 4 TOE NAIL OR -: .! '',,, � 1 Fc '= 750. PSI: (PERPENDICULAR TO GRAIN) I TO RIDGE: , '-, ,-. A6d COMMON 3 END DIRECT • , Fv = 285 PSI ': �11 ''-, '` ' VALLEY/HIP RAFTER ,": 16d CGMMON 2" O.C. TOE -NAIL OR + 3.25" E ':= 1,900,000 P51 •' ,.. _ ', -k, TO RIDGE, HEADER :'' 16d COMMON 3".A.0. END DIRECT - ;5, y, 3 AN7 CFTHESE MATERIALS MAY BE USED, WTERCHANGEABLY FOR MEMBERS THAT ARE NGTED ON OR TRIMMER: : *' i' -: .: ..} :, ~ - -- PLAN SINGULARLY AS LVL. MEMBER SIZES SHOWN ON PLAN' WIDTH X DEPTH) MAY BE ( ' ' ` '"' •., :.. :. ., :. ., s:<:: ,' • ,'. AAAA,. ,c.* k i-, . . ,:.;. .-,., -... -. A E STANDAR0.818.6.1 19.81.,, ' " SHALLCONFORM TO ANSI SM / - '. - : " ' :' • - ` CONSTRUCTED OF MULTIPLE PLIES OF THE SPECIFIED DEPTH, FASTENED TOGETHER BY NAILING OR JACK RAFTER :,-`10d COMMON I 3 TOE NAL OR .:. : fi : E RET'` 2 DI C .. , � i ED. MEMBER SIZES FOLLOWED ONLY BY.PSL MUST BE INSTALLED AS A.SOUD BOLTING AS REQU R ,, _ TO HIP: 16d COMMON : .. O •' ND > ,., ,-, •. ,,. • `L)' „. . .. MEMBER. NOT BUILT-UP. .:. :. .AAAA ,: >: . .. BLOCKING ' - ,.;: • - ':,10d COMMON .:,, .; , . , ° 2" O.C. TOE -NAIL " e•.' -„ I - ''. .-: :... ,. 4 MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUTWRITTEN PERMISSION FROM THE ENGINEER. : .BETWEEN RAFTERS TO TOP PLATE = AAAA.. . _ <:._ ;' - , ,:: , � " " '' .g:r:'S : I -`= - -... `` J 1 : ROOF. SHEATHING:, ,.;,,•8d COMMON C + 6" O.C. EDGES ' " ' ". COMPOSITE WOOD I -JOISTS NOTES: + # LOUISIANA PACIFIC. 3 -: . -_, , 10 : A.C. OTHER: : 6 :: - DO NOT CUT OR NOTCH FLANGES WEBS OPEN) NG MAY BE CUT ONLY AS RECOMMENDED IN THE NAIL ANU AAAA. IF-REQUIRED,'LEAD HOLE DIAMETER SHALL NOT EXCEED 75% OF NAIL/SPIKE D IAMETER. '. :4 I 1 I JOISTS SHALL BE MANUFA CTURED OF LAMINATED VENEER LUMBER AND BOTTOM FLANGES ^ ' � �� I � � XTE AND ORIENTED STRAND BOARD WEBS BONDED TOGETHER :'KITH AN EXTERIOR ADHESIVE. APPROVED ' e 2 NAILS AND .,PIKES SPECIFIED ON PLAN SHALL CONFORM 70 S IE 1 THE NOMINAL SIZES PECIF D N T - " • MANUFACTURERS ARE TRUS.-JOIST MACMILLAN (iJl JOISTS), GEORGIA PACIFIC (GPI JOISTS) AND , :FEDERAL SPECIFICATIONS FF - IN THE TABLE BELOW: N 1058 AND AS NOTED h ,. , F WOOD RECEIVING ..CONNECT ED WOOD PART AND 7 8 OF D IAMETER AT ROOT 0 THREAD IN / I T' r^e�. 7 PROVIDE SINGLE A RING WALLS FRGM ABOVE NAILED TO THE JOIST SH BLOCKS" UNDER BEA O N LOUISIANA PACIFIC ( LPI JOISTS). : 2 JOISTS SIZES ARE INDICATED GENERICALLY ON PLAN, WIDTH X DEPTH IN INCHES. I JOIST MANUFACTURERS SERIES DESIGNATIONS WIDTH (IN) TJI/PRO GPI LPI DEPTHS (IN) 1-3/4 110 20 225-�9-1/2, 11-7/8, 14 2-1/4"(MIN) 360 40 36:11-7/8,;14 3-1/2" 560 56 ,: 11 7/8, ',14, 16 ` SELECTED JOIST SIZES HAVE BEEN DESIGNED WITH TRUS JOIST MACMILLAN SOFTWARE FOR A TJ - PRO- RATING OF 50 OR HIGHER IF JOISTS OTHER THAN TJI S ARE USED THEY SHALL HAVE - TYPE r SIMILAR DEMONSTRATED PERFORMANCE. .. _ PENNYWEIGHT . ', ". " 8d '10d 12d 16d 20d PNEUMATIC OR ELECTRIC POWERED HAMMERS'�TYPICALLY UTILIZE LIGHTER GAGE FASTENERS AND ' SHANK DIAMETER : 0.131" 0.148" 0.148" 0.162" 0.192" COMMON LENGTH 2.50" 3..0_0" 3.25" 3.50" 4.00" z HEAD DIAMETER 0.281", 0.312" 0.312" 0.344" 0.406" SIMILAR DEMONSTRATED PERFORMANCE. .. _ r3. Yr,�' 4, Y. a. " ' 1 - JY :, ;., :. ---' : i h,T 'x? t'< STS V'h' .N' q� r � ^ r Y n' x A n x�e t F C PNEUMATIC OR ELECTRIC POWERED HAMMERS'�TYPICALLY UTILIZE LIGHTER GAGE FASTENERS AND ' , 'lq ,.. 3 ,.._ I -JOISTS ARE TO BE HIANDLED IN THE UPRIGHT POSITION. DO NOT WALK ON JOISTS UNTIL DESIGN p" AARP Lj ``x NORMALLY REQUIRE ADDITIONAL FASTENERS TO BE -INSTALLED. •:: FASTENER SPECIFICATIONS MUST . "' OP x MANUFACTURER'S RECOMMENDED TEMPORARY TOP FLANGE BRACING OR PERMANENT SHEATHING IS - F� O r� rr� �Ju W BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION IF POWERED HAMMERS ,;. .. _, - : �r1 u h " "- INSTALLED. I -JOISTS ARE TO BE STORED ON SITE ABOVE mEGROUND ON, STICKERS UNDER z O USED. ,a,. .: - r. ,i :; „, ;., ARE T BE ,, ,. - :-. '' - � : .. - - -: �F�ZUr-)� TARPS WITH ADEQUATE CLEARANCES TO ALLOW AIR CIRCULATION. :AAAA ' 3 ` ' ONFORM TG ASTM. A307., OR ASTM A36. :` `, " :. , +" .i ` BCLTS SHALL C .r: „,, ., , - , -: --_. y , ' 4 JOISTS CF THE PROPER SIZE ARE TO BE INSTALLED AT THE SPACINGS INDICATED ON THE .� Ht0 F 0 4 4tCN.4y 0gi- •., :.. :. ., :. ., s:<:: ,' • ,'. AAAA,. ,c.* k i-, . . ,:.;. .-,., -... -. A E STANDAR0.818.6.1 19.81.,, ' " SHALLCONFORM TO ANSI SM / - '. - : " ' :' • - ` O 44 U."i, l�4,� QROFf,.16N0. DRAWINGS USING THE MANUFACTURERS RECOMMENDED DETAILS UNLESS OTHERWISE NOTED ON 4 LAG AND W 0 OD SCREWS ,:.,- , ;,. -. .-.�, +:: _ ,. :- .:'. .; ... -,: . .. :, .,.r, �: � , PLANS ,, .. I: `: - 5 ,L; DANA ,,I AAAA_, .:..: " ,;A:. O ,. .ANNA_:; 'ALL FASTENERS, USED IN CONTACT.WITH ,PRESERVATIVE .PRESSURE TREATED. WOOD SHALL BE HOT + �. .,- : 'd. c .., ' 5 - • '^ I RIM JOISTS BOX HAILERS ARE TO BE 1 1 4 MINIMUM THICK. RIM BOARD MEMBERS MATCHING / /:� I -': DIPPED GALVA NIZED IN ACCORDANCE WITH ASTM A153:OR STAINLESS STEEL, ':TYPE 316.. DO NOT ^ EEL -^ - ^ S - STAJNLLSS ST�nL AND GA LVANIZED rASTcNERS AND CONNECTGRa... :.. ,. ' -' .,. , s -- : ' yl . j " , -- ': . ,..',. ;- '` THE JOIST DEPTH MADE OF, OSB OR LVL MATERIAL, SUCH AS 'TIMBERSTRAND" MANUFACTURED BY - MIX _ ,,. ,,. ,. , ,, ;. ,'y, .. " " RED BY GEORGIA ACIFIC OR 'INNER. SEAL" BY TRUS'JOIST MACMILLAN, FIBERSTONG MANUFACTU P 6 - "- BORED LEAD HOLES FORFASTENERS SHALL, BE AS FOLLOWS: Fj( '" '"'`` LOUISIANA PACIFIC. 3 -: 'rA SPIKE LEAD HOLES ARE NOT REQUIRED UNLESS TO PREVENT. SPLITTING OF: WOOD. e , '- i 6 :: - DO NOT CUT OR NOTCH FLANGES WEBS OPEN) NG MAY BE CUT ONLY AS RECOMMENDED IN THE NAIL ANU AAAA. IF-REQUIRED,'LEAD HOLE DIAMETER SHALL NOT EXCEED 75% OF NAIL/SPIKE D IAMETER. '. :4 , -I: ? `` 's ' " "' --._ - > ,>: MANUFACTURERS LITERATURE AND THEN ONLY AFTER CONSULTATION WITH THE ENGINEER. DO .: _ '. - "I ,`°l: NOT BEVEL CUT THE TOP END:OF THE JOIST BEYOND THE EDGE OF BEARING ' - m A ETE E UALS 7 BOF .UNTHREADED SHANK DIAMETER IN B. WOOD SCREWS LEAD HOLE DIM R Q / _ ,II. ' ' '- i : ,'J, Aryls.. "''- ` '" 'I:. ., "SQU F WOOD RECEIVING ..CONNECT ED WOOD PART AND 7 8 OF D IAMETER AT ROOT 0 THREAD IN / I T' r^e�. 7 PROVIDE SINGLE A RING WALLS FRGM ABOVE NAILED TO THE JOIST SH BLOCKS" UNDER BEA O N THREAD. I d h" R71N D FLOW. 'S DASH BLOCKS" ARE TO FLANGES MATCH THE DIMENSIONS THE SUPPO G STU B Q x � TH BE CUT 1/16" LONGER THAN DEPTH OF JOIST AND ARE TO BE INSTALLED WITH GRAIN VERTICAL. is C. LAG SCREWS = LEA•D HOLE DIAMETER EQUALS SHANK DIAMETER�FOR EXTENT OF UNTHREADED .I . II" ` :.d I SHANK, AND 60% OF SHANK DIAMETER FOR THREADED PORTION OF SHANK., T ; `' - 'L _' -� ` ' `IT' '`A - 8 DOUBLED I -JOISTS ACTING AS HEADER AND TRIMMER BEAMS ARE TO BE CONSTRUCTED WITH SOLID FILLER BLOCKING NAILED BETWEEN THE JOIST WEBS. FILLER BLOCKING SHALL BE � x '' +' < D. 'THRU BOLTS -.LEAD HOLE DIAMETER 1 32 -TO .1/16 LARGER THAN NOMINAL BOLT ... "''1, `COMBINATION OF PLYWOOD AND/OR2X DIMENSIONED LUMBER GF NET WIDTH EQUALTO .THE :'. DIAMETER.,:'."' "' • 'I :" ' ' JOIST FLANGE WIDTH MINUS 3/8 AND A DEPTH OF JOIST DEPTH MINUS 3-1/2 . INSTALL z ' , :; '^�. ,' : , T " ' :, •` is ' O " BLOCKING.FOR FULL LENGTH IN HEADER BEAMS AND 2-0 TO EACH SIDE OF SUPPORTED 7 REWDRIVER OR WRENCH. DO `r' INSERT THRFADEDSCREW TYPEFASTENERS BY .TURNING WITH. SC .:- TWAT ."I HEADER IN TRIMMER BEAMS WITH 1 8".CLEAR BETWEEN TOP AND .BOTTOM EDGES OF. FILLER AND z NOT DRIVE BY .HAMMERING. FACILITATE INSTALLATION. BY PLACING SOAP OR OTHER LUBRICANT ON .- JOIST FLANGES. 'HAMMER NAILS .THRU NEAR WEB, FILLER AND FAR WEB THEN CLINCH. NAIL WITH ,THREADS. .,, .. : .` ,> > ,;1 - • 2 ROWS OF 10D COMMON NAILS AT 4 O.C.. BUILD OUT WEB OF JOIST SUPPORTING JOIST HANGERS FLUSH WITH FLANGES WITH MULTIPLE. LAYERS OF PLYWOOD AS REQUIRED. 8 : " - PROVIDE STANDARD ROUND WASHERS UNDER THE HEADS OF ALL THRU BOLTS AND LAG SCREWS " : : AND UNDER ALL NUTS UNLESS OTHERWISE INDICATED ON THE PLANS. TIGHTEN FASTENERS - 9 F RS E P ON BOTH SIDES OF WEB WITH INSTALL JOIST WEB STI FENE WHERE INDICAT D ON LAN N WITHOUT CRUSHING WOOD .FIBERS UNDER -WASHERS. .' e ,r-: '7 , „ ., - AAAA; AAAA_ _ " _.. __ __._ - __ 0 c ur ur FEWER. STIFFENERo o ury HcD NAILS ET 2 IN FROM IOP OR B07TvM � 2 -10a C v S ", , .;:,_ f ,,,,.. 1/2"; (5/8" OR 1" PLYWOOD FOR 1-i/2",1-3/4" AND 2-1/4" (MIN) WIDE JOIST RESPECTIVELY, fY � - :? . „ : BY 2-3/8' WIDE BY CLEAR WEB HEIGHT. MINUS 1/8".: STIFFENERS TO BE SET. TIGHT TO TOP OF �' I . - BOTTOM. FLANGE AT JOIST SUPPORTS AND TIGHT TO UNDERSIDE OF TOP FLANGE WHEN ' - " ,I, •— ': 1 ' - : zz 7 m N TS A V W HI HE JOIST CLEAR SPAN. S PP G WALLS OR POS FROM DOE IT N T U ORTIN ,- z H� � 1 '; , , . I - : AAAA. .: a , .o � x 9 � �r v as ;: ] rn V O] UD z r y .' ". ) I z W W 7 W U W �� Q F� W < �I L: rT, I4 Q O wr _ it - , m °F -^i m VJ s®.1 'l COPYRIGHT @ 2013 51RAGUSE ENGINEERS PC ,.j, t it , ALL RIGHTS RESERVED. NO PART OF, THIS _ x ' DRAWING MAY BE REPRODUCED OR COPIED I IN ANY FORM BY ANY MEANS WITHOUT'THE . I- WRITTEN PERM155ION OF THE ENGINEER. , 1' REPRODUCTION OF THI5 DRAWING FOR USE , 'C '• IN THE PRODUCTION OF SHOP DETAILS AND , ' l4 ``` ;.;_ : ERECTION DRAWINGS IS EXPRESSLY FORBIDDEN. � ti Y S r3. Yr,�' 4, Y. a. . An,° ♦t F., JY :, h,T 'x? t'< STS V'h' .N' q� r � ^ r Y n' x A n x�e t F C 7 m D# Jn P H I NNE � GR�O)UP DESIGN p" AARP Lj ``x I I =i z z OP x �a z N w - F� O r� rr� �Ju W u W�j ji z �r1 u h Fr^ C) z N � o m L W a�. F -J O , O m W W m �F�ZUr-)� W aw CTI D 7 L F W( w H n D > � -I I, h�j <L� �,�I 4 �FF"ti~ L) � m w � P4 x "� V D H••i :3 N ,4 a I nn 6 F -i �r uFi (� rnF OF fic& Ht0 F 0 4 4tCN.4y 0gi- 1� x O 44 U."i, l�4,� QROFf,.16N0. 0) I u m O N is TAT � � G) z U 2 z fY 2 N C la fY � V�T)� [F[4�� Q wwP, L� - E., 0 zz 7 m N U) P� �ti z H� � 00 q < a �/ F=BI .: a , .o � x 9 � �r v as 1 � f vv C p/ rn V O] UD z r y .7 z W W 7 W U W �� Q F� W < �I L: rT, I4 Q O wr � , , a'hT.�.�..,T U m °F -^i m VJ s®.1 FRAMING LEGEND ® foom ® POST DOUN ® POST UP AND DOU1N 9 POST UP S� Mr FRAMING LEGEND ® foom ® POST DOUN ® POST UP AND DOU1N 9 POST UP S� y.T P H I N N E Y DESIGN G R O U P r r W V zrn� � V Hri H W o j%z o W .n W rn F --d 0, Q W W W �z�ti W av o ti U � ti ti x _ 9F Nkl4' h�t� ro I4 �A I S S30 H w m F K w a m 0 N 6 U1 H J � az ca zz a N K aIL a Q� zN Q� as a �K Y 1v z z W W :a a v w a �t rn m Z � r m �1. 0 FRAMING LEGEND • P tir Ur..,OD POSTa SIM�PSON NANGER � IJ -1 FIRST FLOOR FRAMING FLAN No. OF PLIES IN BUILT-UP BEAM r BEAM (3)-2xlO ■ POST DOWN ® POST UP ANp DOLN FRAMING LEGEND JOISTS AM/WEAD Ur..,OD POSTa SIM�PSON NANGER � IJ -1 FIRST FLOOR FRAMING FLAN No. OF PLIES IN BUILT-UP BEAM r BEAM (3)-2xlO ■ POST DOWN ® POST UP ANp DOLN DIRECTION OF FRAMINCs FRAMING // MARS, SEE SCHEDULE J -I SIZE WSxI0 ' 1485 3 I/2x11 -115 LVL ' zs-w BEAM LD, O POST UP pOWNSLOPE DASHED BEAM REACTION 1/4" = 1'-0' DIRECTION WHERE (WOOD -LBS., STEEL -KIPS) D.J. OF SLOPING BUILT OVER MEM512K& BY OTHER FRAMING • SEE LAMINATED VENEER LUMBER (LVL) AND PARALLEL LU525 • . DO NOT SCALE THIS DRAWING. SEE ARCHITECTURAL PLANS FOR NSIONS P R ALLDIM E OF NW `At6 la NOTE No.3. M i `�Oa °. P590a'L SPG W�F£S310 W AND ELEVATIONS. i • 'TOP OF FIRST FLOOR SHEATHING ELEVATION IS NOTED THUS ON PLAN: co l co co 9 ro TOP OF SHEATHING WALL EL. 2' @ S1m s N EL.= 0'-0' DATUM ELEVATION = 0-0' = TOPOGRAPHIC ELEVATION 418.8.'El HDU2 U1 � r— INDICATES BEARING WALL ABOVE Q c INDICATES INTERIOR LOAD BEARING STUD WALL WITH 2x STUDS AT 16' (.i z� Z �2 l oz. ALIGNED DIRECTLY BENEATH JOISTS ABOVE. Q� Q Q0 u�az r —Z �aa Q w IJ_1 a Cf/� N FLOOR BEAMS SHALL BE INSTALLED FLUSH WITH JOISTS UNLESS INDICATED AS % * tl*24 l O z w a a w Z G a � Q w C1� v 'DROPPED.' TOP SHELF !/4 - DESIGNATION. PROVIDE HnLniin HD--' INDICATES S!MPSON HOLDOIIHOLDOWN TOP OF SHELF — --- — 3 I/2X11 -1/8 LVL ;ISI lwiriir nt=r, AT =Aril =wir, � a] 1=n=111nl Ir�Auitrttrr4 +.tsir, r..cr cvv FRAMING LEGEND JOISTS AM/WEAD Ur..,OD POSTa SIM�PSON NANGER � IJ -1 EXTENT OF SPAN FRAMING No. OF PLIES IN BUILT-UP BEAM r BEAM (3)-2xlO ■ POST DOWN ® POST UP ANp DOLN DIRECTION OF FRAMINCs FRAMING // MARS, SEE SCHEDULE J -I SIZE WSxI0 ' 1485 3 I/2x11 -115 LVL ' zs-w BEAM LD, O POST UP pOWNSLOPE DASHED BEAM REACTION - DIRECTION WHERE (WOOD -LBS., STEEL -KIPS) D.J. OF SLOPING BUILT OVER MEM512K& BY OTHER FRAMING • SEE LAMINATED VENEER LUMBER (LVL) AND PARALLEL LU525 STRANDUM LUMBER (PSL) OF NW `At6 la NOTE No.3. M i = N:`. #: SIMPSON SET ADHESIVE EMBEDMENT LENGTH WOOL) J015T / RAFTER`SC 1'1:04 "IANC . 61MAND SPACING SIM�PSON NANGER � IJ -1 1 3/4x11 1/3 1 -JOIST AT 16' o.c H-2 IU5101/11.38 IJ -2 3 I/2x11 .!/3 1 -JOIST AT Io' az.' r p53.5o/11.33 IJ -3 13/4x9 1/2 I -JOIST AT I'o ' o.c. IU51.31/9.5 D.J. P.T, 2x3 AT 16' o.c �z< 7Q� v o LU525 5 OF NW `At6 la OD HEADER SCHEDULE MAIC SIZE, SKCIES, 4 GRADE POST SIZE H -I 3 1/2 x 1 1/4 LVL I -JACK 4 1 KING STUD H-2 3 1/2 x 9 1/4 LVL I-JACK'4 2 KING STUDS Li H 'COPYRIGHT @,2013 SIRACUSE,ENGINEERS PC ALL RIGHTS RESERVED. NO PART OF THIS ` NOTE: JOIST WIDTH INDICATED IS A MINIMUM SIZE WIDER JOISTS ' DRAWING MAY BE REPRODUCED OR COPIED MAY 6E SUBSTITUTED. IN ANY FORM BY ANY MEANS WITHOUT THE a f . WRITTEN PERMISSION OF THE ENGINEER PROVIDE 5IMP50N HANGER OF SIZE INDICATED WHERE JOISTS ;REPRODUCTION OF THIS DRAWING FOR USE FRAME INTO FLUSH BEAM. INSTALL PER MANUFACTURER'S ', IN THE PRODUCTION OF SHOP DETAILS AND RECOMMENDATIONS. j ;ERECTION DRAWINGS 1S EXPRESSLY, FORBIDDEN. d tom 1 i [-I ` e I' H I N N E Y DES [GN GROUP Rye UT Z ~ z Li H O Z m w ? L �z< 7Q� v o OF NW `At6 la M i `�Oa °. P590a'L SPG W�F£S310 W i iyN W R m O N U1 � Q c (.i z� Z �2 Q� Q Q0 u�az r —Z �aa Q w a Cf/� N T- % * tl*24 l O z w a a w Z a � Q w C1� v S1.�.1 A REACTION FROM LVL: DL: 1,000* SL: 2,000* DL: 32 plf SL: 64 plf REACTION FROM RT -5 T TRUE -66 LOAD iN64 REACTION FROM GT -2 REACTION FROM LVL: DL: l00* SL: 1,400* FEA MING LEGEND JOISTSARAPTERS 5EAMMEADER WOOD POSTS POST 61ZE No. OF PLIES IN IN ' POST DOWN I -JACK 8 1 KING STUD BUILT-UP REAM 3 1/2 x 9 1/4 LVL EXTENT OF SPAN FRAMING BEAM (3)-2x10 ® POST UP AND DOU N V DIRECTION V SIZE W5xl0 9 POST UP OF FRAMIN FRAMING ` 1485 3 1/2x11 W5 LVL Q O0 MARK, SEE 28-1 1r 14 SCHEDULE ll J-I BEAM I.D. r r�1 DOWNSLOPE DASHED BEAM REACTION Fc'1p��1 V J DIRECTION WHERE (WOOD -LBS., STEEL -KIPS) OF SLOPING BUILT OVER MEMBER BY OTHER * SEE LAMINATED VENEER FRAMING LUMBER (LVL) AND PARALLEL STRAND LUMBER (PSL) 4 NOTE No.3. 4 NOTE 'A' 4x4 WD. POST W/ SIMPSON CCQ COLI. CAPS AND ABU44 F BASES, TYP. AT FRC PORCH AND ENTRY NAIL EA. 2X5 TO DOUBLE RAFTER W/ 10-liod COMMONS. SET COLLAR TIE AS LOW AS POSSIBLE WHILE STILL ALLOWING FOR BARREL VAULT CEILING LADDER FR< ? tri ! Pial l.. est # 6 SIZE, SPECIES, t GRADE POST 61ZE H-1 3 1/2 x l 1/4 LVL I -JACK 8 1 KING STUD H-2 3 1/2 x 9 1/4 LVL 1 -JACK 4 2 KING STUDS rq� It Q O0 � �}[ 7 t N',. •� 1r 14 y }' . PSI 4 4 hr -I r r�1 1 Fc'1p��1 V J 'WOOD HEADER CHDUL MAIC SIZE, SPECIES, t GRADE POST 61ZE H-1 3 1/2 x l 1/4 LVL I -JACK 8 1 KING STUD H-2 3 1/2 x 9 1/4 LVL 1 -JACK 4 2 KING STUDS Pao" In,. ,p„°L w Q O0 6 a 1r 14 v Z hr -I r r�1 1 Fc'1p��1 V J cq -a I•.. 4 .,fir d 'h J COPYRIGHT © 2013 SIRAGUSE ENGINEERS PC ALL RIGHTS RESERVED. NO PART OF THIS DRAWING MAY BE REPRODUCED OR COPIED IN ANY FORM BY ANY MEANS WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER. REPRODUCTION OF THIS DRAWING FOR USE IN THE PRODUCTION OF SHOP DETAILS AND ERECTION DRAWINGS IS EXPRESSLY FORBIDDEN. U ' w Q O0 6 a 1r 14 v Z hr -I r r�1 1 Fc'1p��1 V J cq 1/2' WALL SHEATHING, SEE PLAN 2x STUD WALL SOLID LSL BLOCKING BTWN. 2x STUD WALL FOR NAILING PATTERN 2x STUD WALL JOISTS v WOOD I -JOISTS, SEE WOOD I -JOISTS, SEE PLAN PLA 2x P.T. SILL PLATE WOOD 1-JOIST5, SEE PLAN ANGHOR RODS, SEE GONG, SLAB ON GRADE, 1 1/4 LSL RIM BOARD SEE PLAN FOR SHT. 50.1 FOR SIZE AND - „ FOUNDATION NOTES, THICKNESS AND REINF. I GRADE VARIES, SEE E SEE PLAN FOR TOP ®\s ° SPACING OF WALL EL. • f ARCH. GRADE VARIES, SEE STONE VENEER, SEE ARCH. u l ARCH. 2x6 P.T. SILL PLATE • • P.T. 2x UOOD SILL, FASTEN TO 2 GONC. U/ 0.177' DIA. PAPS AT ANCHOR RODS, SEE 2x6 P.T. SILL PLATE GONG, SLAB ON GRADE, 1 CONC. FOUNDATION WALL C. B' o.c. FOUNDATION NOTES, SHT. SEE PLAN FOR I a U/ 2 -*5 TOP AND BOTT. (�I I I COMPACTED 50.1 FOR SIZE AND ANCHOR RODS, SEE THICKNESS AND REINF. ADDITIONAL 415 BAR __ _. __. C=A/ IAV_ FOUNDATION NOTES, SHT. JAM P H I NN E Y DESIGN GROU P p� .Y C.7 h � - 2 H O �V M O �z6� av of NEW PtE ho s yw,non,�s rrf x r PAF �4 059Q42 �yG. F Ill U1 F i IY W d m 0 N (n H } � [� L U ztL K Q IL Q Q O C) N � N j cn z PM_ z; W W ;a u W Q U a �Q N S2.0 i M 2x STUD WALL SIMP56N DTT2Z DECK2x STUD WALL WOOD I -JOISTS, 6x6 NEWEL CONNECTOR AT EA. END /SEE PLAN EXTEND POSTFRAMING THROUGH POST AND MID -POINT OF SEE ARCH. FOR DECK FRAMING AND LEDGER STAIR DIMENSIONS BOLT TO RIM AND �I I SEE PLAN FOR TOP OF DIA. THRU-BOLTS WALL ELEVATION DECK JOIST WITH 2- i/2' LJ � , 04 DWL. AT 12' o c « VERT. BARS AT 24' a��a — 5 CENTER 5 STEM OF fl 05 PARTIAL HEIGHT WALL • SIMPSON HI SIMPSON LUS2S CONTINUE HORIZ. BARS .i 04 NOSING BAR, 2x STUD WALL o TYP THROUGH PARTIAL WALL WD. BEAM, SEE DECK JOIST, " ARCH. 4 AT 12° o.c. o PLAN SEE PLAN GRADE VARIES, SEE �1 GONG. SLAB ON GRADE, EA. WAY • U SEE PLAN AND TYPICAL o SIMPSON CCQ COLUMN CAP SLAB DETAILS m , j WD. POST, SEE 0 • PLAN COMPACTED GONG. FDN. WALL; (3 2 SUB -BASE SEE 5/52.0 FOR U CONC. FDN. WALL W/ INFORMATION NOT w 2-"5 TOP AND BOTT. REPEATED HERE 0 05 DWLS x 24' LONG AT 12' o.c. N S CT 10 N 5 CT I O .. CONT. WATERSTOP SCALE: 3/4' = I' -O' 52.1 SCALE: 3/4' 1'-0'S2.� Z 03 AT IS' o.c. • ' 3-05 x CONT. a I'-0' 10' 1'-0' 2'-10' WARNI"I Im'.'i a" P H I N N E Y D E S I G N GROUP m U T X � U) Q N �¢ W� W � z� z m O m W W W} z� WzQ� ��KE ov "Ew ra 4 t�U p��CS310NAt e F N <� t, r t S� err t s5II p M. w o °,4 COPYRIGHT C 2013 SIRACUSE ENGINEERS PC (IDRAWING h ALL RIGHTS RESERVED. NO PART OF THIS MAY BE REPRODUCED OR COPIED k V IN ANY FORM BY ANY MEANS WITHOUT THE ° WRITTEN PERMI5510N OF THE ENGINEER. U) REPRODUCTION OF THIS DRAWINGFOR USE (, I` IN THE PRODUCTION OF SHOP DETAILS AND a ERECTION DRAWINGS 15 EXPRESSLY FORBIDDEN. Q WARNI"I Im'.'i a" P H I N N E Y D E S I G N GROUP m U T X � U) Q N �¢ W� W � z� z m O m W W W} z� WzQ� ��KE ov "Ew ra 4 t�U p��CS310NAt e F N w o N U) Q z Q� Q Qw zz � N ( a yZ� x �i uww z M . W u �� 1 z p :�J w z w (f v DS2.- 1 FULL HEIGHT STUDS SCr1N SCALE: 3/4' = V 0 53.V a i _ I DECORATIN TIMBER 5R, SEE ARCH. SEE TYPICAL LADDER FRAMING DETAIL, SHT. 54.1 II Y i GABLE END SEE ARCH. FOR TRUSS, $EE PLAN EAvE DETAIL<SIMPSON` 2x4 5R^CING AT 24' PREFABRICATED o.c., FIRST TRUSS WOOD TRUSS, SEE 5AY EA:?BUSS PLAN 1/2' APA RATED 2x STUD WALL 1/2' APA RATED 2x STUD WALL OF TIE AT NIGH POINT SHEATHING SHEATHING 1 , fi . : OF 5ARREL 4 p� Y Z � Q SEE CTI ON- CTI N 3 5=CTI®N, 2 SECTION SCALE: 3/4'z I' -O' S3.ia SCALE: 3/4"= I' -D" 53.E y 33.(d SCALE: 3/4'= I' -m' ' sROOF RAFTER, S P4 ¢� FULL HEIGHT STUDS SCr1N SCALE: 3/4' = V 0 53.V a i _ I DECORATIN TIMBER 5R, SEE ARCH. SEE TYPICAL LADDER FRAMING DETAIL, SHT. 54.1 II Y i GABLE END SEE ARCH. FOR TRUSS, $EE PLAN EAvE DETAIL<SIMPSON` 2x4 5R^CING AT 24' PREFABRICATED o.c., FIRST TRUSS WOOD TRUSS, SEE 5AY EA:?BUSS PLAN 1/2' APA RATED 2x STUD WALL 1/2' APA RATED 2x STUD WALL CrI�N OF TIE AT NIGH POINT SHEATHING SHEATHING 1 , fi . : OF 5ARREL ,_ ,..._ SCALE: 3/4 - 11-0' p� Y Z � Q SEE CTI ON- CTI N 3 5=CTI®N, 2 SECTION SCALE: 3/4'z I' -O' S3.ia SCALE: 3/4"= I' -D" 53.E SCALE: 3/4'= I'-0' 33.(d SCALE: 3/4'= I' -m' ' sROOF RAFTER, S P4 ¢� F 1 6 U w w Fri v ] � N .� '5EE PLAN 54P , 144143 OV , POSTC5EYONDJ ^ TO SUPPORT TOP OF HIPS LvL HIP, SEE PLAN, TYP. c Ar 5IMP50N H2.5A, EA. RAFTER2x6 CEILING li SIMP50N 1_651.112E5 A JOISTSLOPEABLE HANGER '' :> ,,.• III - t y \ \ PREFABRICATEDNi .: k SIMPSON WOOD ROOF l ' W f� LUS26 it r SEEP LAN TOENAIL TOP OF HIP NAIL 2x6 LEDGER FLITCH 5M.; Z SIMPSON HTU28 HANGER TO ADJACENT NIP W/ W-Ibd TOENAILS i TO EA. STUD�STUD EE PLAN TRUSS z CROSSED W/ Se J 3-16d COMMONS LLLLLL A r CrI�N EEE � bl it 1 1 , fi . : 1� ' �rAIL ,mac ,_ ,..._ SCALE: 3/4 - 11-0' p� Y Z � Q S3.ih � Wv z¢ z SCALE:1 I/2 - r -m' 63.0 m � p m o wW S P4 ¢� F 1 6 U w w Fri v ] � N .� E 54P , 144143 OV , ^ c li m N * l W f� it r [� Z � z� z Se J LLLLLL A n Of -'JI � k C] Cw w F. � C oz z N nE Cs��p 00 Z�¢ q �{ ®aa X X C� F Uww V (j)�^^U z (n W W a a ° 7 C^ Q , O 1 W l ^ U 1"J$i{'zeea.t�� S3 • O Y P I � , �a 3e: el,a i ax Lie%}r 511- . L14 p.Fail F �,s? EEE � bl it P [ NN E D ES IGN GR0 UP p� Y Z � Q �+ o � Wv z¢ z m � p m o wW �zw� W� m aU P4 ¢� F 1 6 U w w Fri v ] � N .� E 54P , 144143 OV FQ M 0390'1° .a<s Fq�ff5519N�� li m N i W f� [� Z � z� z Q � C] Cw w F. � C oz z N nE Cs��p 00 Z�¢ q �{ ®aa X X C� F Uww V (j)�^^U z (n W W a a U44 7 C^ Q O 1 W l ^ U S3 • O Y • • ' CONC. FDN. WALL • PROVIDE Is CLEAR COVER WALL REINF. , P H I NN E Y DESIGN CROUP WHERE MESH IS REQ'D. (SEE PLAN) (SEE SECTIONS) 2 x 4 KEYWAY WATERSTOP REQUIRED WHEN CONCRETE SLAB SEE PLAN SET MESH ON BOLSTERS/CHAIRS TO MAINTAIN POSITION WV 4 M N. OPENING. EXTERIOR GRADE IS ABOVE ADJACENT TO WALL AT • FINISHED FLOOR i �vl g: Q oP6 &P q 0 o e p e� Q��r U)�H vF OF Nfyq FD _ a5 NOSING BAR e e O SEE ARCH. N o,�< ! !' ., e a • • !—III II III77I 1 I- III -TE III �LIr ➢i l � - VAPOR RETARDER IHII�I' �ll III I`�• r L-ITi-I 1 -III -IT 11 I-IIIHI TF DRAINAGE COURSE 1W ll 1 FIII UImI n IIi7ir� Il. � SII III 11 url i➢ n -IIk�Tr� 111J� 1- ! ! WALL JOINT - VERIFY JOINT EXTEND HORiZ.°-m=T-' CUT nNl�m IIuII�u III ilr FULLY COMPACTED ENGINEERED/ =lld1=l� �Ijr CONCRETE SLAB LOCATIONS WITH THE STRUCTURAL ENGINEER ,REINFORCING PER LAP SPLICE LINE �I III- _L �IIaIi Tei uulun III III - SELECT STRUCTURAL FILL I Y WHERE REQUIRED CORNER BARS SAME AND SCHEDULE (SEE PLAN) SIZE O' SPACING AS WALL REINFORCING 1=III=III=11- I-l•II III=III-III PROOFRAD ED X 4'-0' LG. WHERE NO REINF. EXIST. GRADE EXISTS OTHER THAN 2 - "6 TOP ?, CUT LINE Iru�llt-" AND BOTTOM PROVIDE 6 " FULLY COMPACTED, ENGINEERED/ BENT BARS S 24' O.C. AND "4 VERT. SPACER BARS 1 it P�RJ� FOUNDATION'WALL SEE ARCH ALTERNATE: OMIT &x6 W1,4xW1.4 WU,M AND FASTEN RADIANT TUBING TO INSULATION BELOW USING CLIPS SPECIFICALLY DESIGNED FOR RADIANT TUBING A .: I.P. 1. k t� - �'�s Ro P H I NN E Y DESIGN CROUP X Wyz �2 �� Wo WV 4 M N. OPENING. VI ADJACENT TO WALL AT rn W (2:1o� z RIGID INSULATION, z �vl g: Q oP6 &P q 0 o e p e� Q��r U)�H vF OF Nfyq FD 2' GOMPRESSIEsLE FILLER a5 NOSING BAR BOTTOM OF SLAB SEE ARCH. N o,�< €, EDGE W/ 1/5' o' COMPACTED r L-ITi-I 1 -III -IT 11 I-IIIHI TF T -II - LFITI VAPOR RETARDER 4' MIDI. RADIUS TOOL CONCRETE SLAB - DRAINAGE COURSE -ITr=lF=llE-u� il_rl� II-lI-III-uBI�I_ll �I�ll�II-III-II I Y , FINISH (SEE PLAN) 1=III=III=11- I-l•II III=III-III GRADE, CUT LINE Iru�llt-" T =ll�igll=LCL -W=1 III=III= =ll -I FULLY COMPACTED, ENGINEERED/ SEE ARCH — _I 1111T��ITWITIrTTII TUTiI SELECT STRUCTURAL FILL, U) H -Il � _ i A .: I.P. 1. k t� - �'�s Ro P H I NN E Y DESIGN CROUP X Wyz �2 �� Wo WV VI rn W (2:1o� z z po W a� aU a v QN - u Q��r U)�H vF OF Nfyq FD PSE N r ii 0 U) H -Il � Q z ziL iL Q � N F z: u� N � � N F r ^ v 1 N N u u z, z w w a o< w rrTT,, G n ti a ISI Q � a � z SAJ. O A .: I.P. 1. k e RUBBLE STONE GRAVITY .T. 12 WALL, LAID DRY II11��1 2 CMAX.) -III II —II WALL SHEATHING WALL SHEATHING -III III I I {—III III III it l .y -III III—III—III I I I � i f III—III-III "' ' I -.III . CONTROLLED i BACKFILL _ 3 (MAX.) TYP. BOTH SIDES OF WALL FILTER:FABRIC FINISH GRADE Tr_-7rr—rrr 12' LAYER CRUSHED. STONE, I�, FAININ% WALL "5CN u Di A d HEIGHT, 11-11 BASE,'B' (MIN.) m 2' 2'-3- 2' — 4' C) C 'AY'—V (o1 —r— 8".' FLOOR SHEATHING FLOOR SHEATHING NAIL WALL WALL PLATE TO NAIL WALL PLATE TO PREFABRICATED I-JO15T5, ARGI RIM BOARD AND JOIST PREFABRICATED RIM BOARD AND JOIST SEE FRAMING PLANS FOR SIZE PREFABRICATED I -JOISTS, W/ 16d AT 8'o.c. MAX. 1 -JOISTS, SEE FRAMING W/ 10d AT 8'o.c. MAX, AND SPACING SEE FRAMING PLANS F' SPACING PLANS FOR SIZE AND SPACING SPACING SIZE AND SPACING CONT. RIM BOARD -- GO NT. RIM BOARD OVER OPENINGS IN OVER OPENINGS IN SUPPORTING WALL SUPPORTING WALL BELOW, NAIL OR BELOW. NAIL OR SCREW VERT, 2x SCREW VERT. 2x BLOCKING TO RIM AT BLOCKING TO RIM AT LOCATIONS OF POSTSLOCATIONS OF POSTS FROM ABOVE FROM ABOVE INSTALL 50LIE BLOCKING AT SHEA o' c.c. T" SPACE DOUBLED JOISTS UNDER WALL EQUAL TO WALL THICKNESS TYPICAL N _ ilk TU t-ftLL DETAIL HEARWALL END POST, SEE PLAN :)R SIZE. ;FOR BUILT-UP POSTS OF ULTIPLE'PLIES OF LUMBER, NAIL ACH PLY TO THE ADJACENT PLY ITH 12cl COMMONS AT (o' o.a TAGGER_ED A d P H I N N E Y .DES I GN GROUP C) C rTj Q O� 14 W Q U H ¢ W N .r4< H U) o W V o F 41At�1HOidgq r FON ° 0590a' �Y R�tES3fO1�At Lu Lu N F S lY w In N U) Q c U zth z 3v fy fy p� Q qF 0 zz U u :. ti ti V 1 � �aa z r pm , U) z w: W a 44Z �Q w I-� (%) v u r " L-A � m 4. 1