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HomeMy WebLinkAbout37769-Z OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY BUILDING DESIGN CRITERIA MORTON BUILDINGS GENERAL SPECIFICATIONS JOB NO. ) BUILDING CODE 2010 NY'BC 1. ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED 8Y OWNER UNLESS 120-021464 LAMINATED COLUMNS- NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS USE GROUP U INCORPORATED AS PART OF THESE DRAWINGS, USED IN MORTON BUILDINGS ARE PRESSURE TREATED FOR INSTALLATION BELOW GRADE TO A RETENTION OF CONSTRUCTION TYPE VB _ 0.8 POUNDS PER CUBIC FOOT WITH C:HROMATED COPPER ARSENATE TYPE III, OXIDE IN CONFORMANCE WITH FLOOR AREA 3780 SQ FT 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED USEPA GUIDELINES AND AWPA STANDARD C28. THE TREATED PORTION OF THE COLUMN EMBEDDED IN BUILDING CATEGORY 1 DIFFERENTLY ON SPECIFIC J08 DRAWINGS OR SUPPLEMENTAL.INFORMATION. GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS- MINIMUM LIVE ROOF LOAD DESIGN SEE NOTE #3 1) MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION. MAINTENANCE, `•J ROOF SNOW LOAD* 11 PSF REPAIR, AND OTHER TEMPORARY LOADS PER SECTION 1607.11.2 �- FOOTINGS AND ANCHORAGE-COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8"BELOW GRADE GROUND SNOW LOAD 20 PSF O.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS = 20 PSF (SEE PLANS FOR DIAMETER AND DEPTH).COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN THE MAX DESIGN ELEVATION 1000 FT _ b.) ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY �- HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED WIND SPEED (Vas) 120 MPH STRUCTURAL MEMBER = 16 PSF m THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS THEN WIND IMPORTANCE FACTOR 0.77 c.) FOOTINGS= 12 PSF (DESIGNED FOR ROOF SNOW LOAD AND OTHER O Z EXPOSURE CATEGORY B NON-TEMPORARY LOADS W/APPROVAL FROM BUILDING OFFICIAL, fl/ w BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). Z INTERNAL PRESSURE COEFFICIENT ±0.18 O BUILDING DESIGN CONDITION ENCLOSED 4.) IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON UNLESS ACTING a TREATED LUMBER-PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 WIND LOAD DESIGN ASCE 7 METHOD 2 UNDER.THE DIRECTION OF THE LICENSED / REGISTERED ARCHITECT OR LICENSED / CD� OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. PRESSURE ZONEIE 15.3 PSF REGISTERED ENGINEER TO ALTER ANY ARCHITECTURAL OR ENGINEERING ITEM, CJ TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE ZONE 2E -6.3 PSFL CATEGORY UC4A fAWP.4 OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. 5.J .�THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THIS PLANS THAT ARE ZONE 3E -12.9 PSF NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' 1 1 1 ZONE4E -12.' PS F SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. 1 1 FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF- NO.2 OR BETTER SPACED APPROXIMATELY 36" ZONE 5E 13A PSF z O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR MAIN WINDFORCE RESISTING SYSTEM ZONE 6E -10.3 PSF (ALL FORCES ACT NORMAL TO THE SURFACE) BETTER ON EDGE SPACED APPROXIMATELY 24"O.C.ALL OTHER FRAMING LUMBER IS NO, 2 OR BETTER. (FOR ZONES SEE MWFRS ON ELEVATIONS PAGE) ZONE 1 12.3 PSF (MAXIMUM VALUE SHOWN) CTI ZONE 2 -4.7 PSF A; ROOF TRUSSES- FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED ZONE 3 -10.6 PSF Z AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE ZONE 4 -9.6 PSF < > Z ZONES 9.8 PSF AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT Z OJ STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. ZONE 6 -7.9 PSF Vj p 0 O ZONE 1 11.5,-18.3 PSF Q m 5, -31.8 PSF \ O SIDING & ROOFING PANELS IFLUOROFLEX 1000 T"') -0.074"MIN., G90 GALVANIZED OR AZ55 GALVALUME COMPONENT&CLADDING WIND LOADS ZONE 2 11. STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL I MIL PAINT THICKNESS ON ( FORGES HOT NORMAL T) THE SURFACE) ZONES 11.5,-47.6 PSF (FFOO R ZONES SEE ELEVATIONS1Q ___Z EXTERIOR. 19.9,-21.6 PSF ��' y 1 EXTERIOR. ZONE 5 19.9, -26.7 PSF � V � LLJ TRIM- DIE-FORMED TRIM OF 0.017"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. ' ROOF SNOW LOAD CALCULATIONS = o Ps = 0.7x Ce%Ix Pgx Ctx Cs GUTTERS- 5" K-STYLE, .030 HIGH-TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH SIDES Ce = SNOW EXPOSURE FACTOR = 1.0 n/ I = IMPORTANCE FACTOR =0.8 OF THE BUILDING. Pg = GROUND SNOW LOAD 20 PSF Q x0 2x4F1F102/12 Ct = THERMAL FACTOR= 1.2 77 Cs = ROOF SLOPE FACTOR=10.79 ��}},�--�_, ���-` L m Ps = 0.7 x 1.0 x 0.8 x 20 x 1.2 x 0.79 = 10.62 PSF 1��5C > EARTHQUAKE DESIGN DATA TABLE /T\/J/ , J6 7f� I'� ��,✓ Z 0.2 SEC SPECTRAL RESPONSE 0.1608 1 1 1 a ACCELERATION (Ss) a 1.0 SEC SPECTRAL RESPONSE 0.06g ACCELERATION f3i) 0 g SEISMIC DESIGN CATEGORY T3 BUILDING CATEGORY (TABLE 1604.5) I -� _I SITE CLASS D i Q #B23 LIGHT FRAMED WALLS BASIC STRUCTURAL SYSTEM AND SHEATHED WITH WOOD STRUCTURA). SEISMIC-RESISTING SYSTEM PANELS RATED FOR SHEAR RESISTANCE OR STEEL SHEETS RESPONSE MODIFICATION FACTOR (R) 7 DRAWN BY.' DB ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE SEISMIC DESIGN BASESHEAR 550 LBS SHEET INDEX DATE; 012 CHECti'ED BY; MURPHY SHEET# DESCRIPTION DATE; 08/27/12 GI OF G1 SPECIFICATIONS &SHEET INDEX REVISED DATE. S10FS14 COLUMN PLAN ' ---- TYPICAL LUMBER SPECIFICATIONS- 2_005 NDS S2 OF S14 TRUSS PLAN, END RAFTER CONNECTIONS &TRUSS TIE DETAILS REVISED DATE: ---- SIZE DESCRIPTION BENDING VALUE F6 53 OF Si4 TRUSS DRAWING, PURLIN LAYOUT&PUR!LIN DETAILS REVISED DATE: --- 2x4 NO.2 SPF 1313 PSI S4 OF S14 PORCH FRAMES REVISED DATE.' ---- 2x0 NO. 15_YP 1850 PSI SS OF S74 ELEVATIONS 2x4 2100f MSR SPF 2100 PSIWALL SECTION A, STILT FOOTING DETAIL, COLUMN SPLICE 2x6 NO.2 SPF 1138 PSI S6 OF S7 4 DETAIL &TRUSS SADDLE ISO 2x6 NO. 1 SYP 1650 PSI S7 OF S14 ENDWALL SECTION B &PORCH SECTION C 2x6 2100f MSR SPF 2100 PSI S8 OF S14 PORCH CONNECTION DETAILS I HEREBY CERTIFY THATTHE STRUCTURAL DESIGN FOR 2x6 2400 MSR SYP 2400 PSI SLIDING DOOR HEADER SECTION C, EYEBROW THIS BUILDING WAS PREPARED BY ME OR UNDER MY 2x8 NO. 1 SYP 1500 PSI 59 OF Sl 4 OVERHAING/SLIDING DOOR SECTION E DIRECT SUPERVISION AND THAT I AM A DULY 2x8 2400 MSR SYP 2400 PSI 510 OF S14 EYEBROW CONNECTION DETAILS LICENSED/REGISTERED PROFESS!C�"_LNGINEER. 2x10 NO. 1 SYP 13DO PSI Sl l OF S14 7/16"OSB ROOF NAILING DETAIL SOF NEIN \ 2x10 2400 MSR SYP 2400 PSI S120FS14 CUPOLA FRAMING DETAIL&SHEARWAILL DETAILSr L`181 ep 2x12 NO. 1 SYP 1250 PSI S13 OF S14 WINDBOURNE DEBRIS PROTECTION DETAILS 0 r 2x12 2250f MSR SYP 2250 PSI SI4 OF S14 FASTENING SCHEDULE 11/2''X18' LAMINATED VENEER LUMBER 2800 PSI DATE: L L MCC RE IQ E. ao-v x 3 1/2'X15" GLU-LAM 7650 P51 w 5 1/4"x16 1/2" GLU-LAM 2400 PSIf 08263b c� SCALE:AS NOTED 51/4"x191/2" GLUAAM 2400 PSI �OPRO``=51�SaP`"�� SHEET NO. OFFICE. N CUTCHOGUE, NY V O N 4 ;� r\ � N P n e N 128-021 A64 41/2" ^ T-81/4" 22'-11/2" T-81/4" 7'-6" v' T-6" T-6" T-6" ^ 7'4" °J T-41/2" V-O'VENTED SIDEWALL OVERHANGS A 2'-0"NON-VENTED ENDWALL OVERHANGS D S6 I 59 41 ' 9" ]=7i - - - - - - - — + - - - - + - - - - + - - 41 '-9.. o e N 16"R 16"P, 24"R 2A"R 16"R 16"R 76"R 16"R 16"R 16"R 16"R p 4> O N o m 34'-101/2'0 - 16"R 16"R N — - 34'-101/2' O Z M fl/ W q O 2T-101/2" - - T 16"R z E Q S7 59 v a W 20'-10 1/2" — - —f— 16"R M F ILL-1 o Z N 13'-101/2" - 16"R Q I 16"R m 72-1 1/2" r < Z N va o a 6-101/2" - -r- 16'R 16'R - 6-101/2" N W D S7 O O ;o 1166'R 24"R 0 24"R 24"R A 18'R I VR 16"R 16"R 16"R 16"R 16"R 16"R D 6"R :o Q 0-0,. n U O a— � e 0 16"R 16"R 16"R 16"R Z �_ ❑ o a ❑ 3O x _ !?U U Z Q 1'-0"PORCH OVERHANG 0 z0 m ( 1'�t_J O a PORCH COLUMN 7-11 1/2" 10'-0" 9'-11 1/2" 57-71" OU z G/1 Z LOCATION DIMENSIONS Q O 1 1 1 z U 0 U Q 4 r ° y p � r w0 y COLUMN PLAN LEGEND w s N 4 - 3-2x6 LAMINATED COLUMN LOCATION J e - 3-2x8 LAMINATED COLUMN LOCATION Z ■ - HEADERED TRUSS LOCATION U1 - 3068 MB910 9-LITE GLASS WITH CROSSBUCK WALKDOOR(5), BUILDING COLUMN 7'-4 1/2" T-6" T-6" T-6" T-b" T-6" %'-6" T-6" T-6" T-d" T-6" T-4 1/2" OUT SWING, LEFT HINGE WITH CLOSER, LEVER LOCKSET LOCATION DIMENSIONS - - 3068 MB910 9-LITE GLASS WITH CROSSBUCK WAI-KDOCR(5), IN SWING, LEFT HINGE WITH CLOSER, LEVER LOCKSEt o \ \ \ \ ` iv N m - (2) 4429 HAYFIELD SLIDING WINDOW(S) W/15"x36"LOUVERED SHUTTERS DRAWN BY: DB p > o v o o ? o q p a t OO - 78'-0"x 12'-0" DOUBLE SLIDING DIAMOND "M" ENO DOOR(S) DATE: 8/16/2012 WITH CROSSBUCKS WITH CONVERT INSIDE OF DOOR PANEL TO SMARTPANEL 00 Q - 22'-6"x 14'-0" DOUBLE ALUMASTEEL SLIDING SIDE DOOR(S) CHECKED BY: MURPHY N ^ WITH SELF-LATCHING WITH PROTECTIVE LINER DATE: 08/27/12 ALL STEL FASTENED WITH STAINL S6"CUPOLA WITH S STEEL SCR WSE NON-FUNCTIONAL REVISED DA --- COLUMN PLAN - 0, - (4) 7116'0513 SHEARWALLS (SEE PAGE S12 OF S14 FOR DETAILS) REVISED DATE ---- 16"R- 16"DIAMETER FOOTING WITH 8"THICK MINIMUM READY-MIX REVISED DATE' -- CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READY-MIX TO TOP OF 218M STILT (9"i). PLACE CONCRETE REVISED DATE: ---- BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION, 18"R- 18"DIAMETER FOOTING WITH 8"THICK MINIMUM READI-MIX CONCRETE BELO BOTTOM OF LOWER COLUMN WITH ADDITIONAL READI-MIX TO TOP OF 2 $M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWEk COLUMN IN ONE OPERATION. ,S O NF "R- 24"D),AMETEK FOOTING WITH 10"THICK MINIMUM READI-MIX CONCRETE r 24 ROUGH OPENING SCHEDULE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READI-MIX TO TOP OF GJ C 60. D 224f 1 STILT (9"t). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER UNIT SYMBOL WIDTH HEIGHT COLOMN IN ONE OPERATION. I $ FROM LEGEND T, ¢ I❑ ❑2 37 3/4" 81" ° FO 0 52 114' 33 5/8" Opo 82 10 Ff 10 � 2' 8' SCALE: SCALE:AS NOTED 1 4' 16' SHEET NO. S1oFS14 OFFICE.' CUTCHOGUE, NY 0 o 0 0 o YJOB NO. N N h h w ^ 00 128-021464 0 7'-41/2" n 7'-6" 7-6' 7-6' 7-6' 7'-6' 7-6" 7'-6" 7-6" T-6" 7'-6" T-41/2" TRUSS LOCATION DIMENSIONS 42'-2x10 (NO.I SYP) END RAFTER ASSEMBLY r I —Oq> .... ............. ... ................ ........... .... . .. ... ... . .,.,.... .. .. . .-.-... O Z 8-2.Od R.S. NAILS B O PER CONNECTION w 0 2-2x6 END COLUMN EXTENSION OR v —_ — .. ,'�...... .......... .. ., ..,. , ..... ...., ... .... ....... .....,....,..,, .. ... .....,..... . ..... ........... .�.,..... .,.,.,.,...�.,.......,,.. ... . ... .. ..,... .,.�.,.. , ... . ..-. ..,.. UPRIGHT ASSEMBLY NAILED TO END RAFTER ASSEMBLY AS SHOWN AND TO Z_ Q EACH INTERSECTING WEB. FASTEN TO © HEADER AND FRAMING MEMBER WITH (2) . OO . ....... ... ..... .. ............. .... ...... ........... ......... . . . ., . ............ .........., ...,.... .......... I". .'. ..��.,.........,..., � ,.. ..,..,.,...... � ,. ..... .....,. ...., , , . .. _,_._._ „_,0..._.,— EXTdENSIONIMEMB R OR UPRIGHTLS INFO EACH END . W ..,.. .......,. . © .L O DETAIL B .....,.,,, .,..... .. ................... .......... ........... ..,........... .... ..........,.,....,. ... ...,..,...............,... ..........,..,....., ... .. ... .... .,...� ..�. ........... ...... - -- SCALE: 1 1/2"= V-0" y� - 0... . ... O 4 Z O O N 0 a ' O ® O o _ O O O O O O O O O O O O Q U L - - - - - - - - - - - - - - - - - - - - - - - - - - - Lu I zo TRUSS/BRACING PLAN LEGEND \ \ i -42' 4075 S.C.TRUSSES Q 7'-b"O.C. � 0 z -42' END RAFTER ASSEMBLY a -2x4 TRUSS TIES ® 7'-0"O.C. \\ XO + -2x6 DIAGONAL END BRACES @ 7-0"O.C. s - 10' PORCH END FRAME Z 0 s - 10' PORCH FRAME (2) 20d R.S. NAILS IN OVERHANG FRAME p -2' EYEBROW FRAME 9 2'-0"O.C. a 9-11 7/2" 10'-0" 9'-I1 1/2" e -2' EYEBROW HIP FRAME 2z4 BEV. PURLIN �J) 0 Z PORCH LOCATION DIMENSIONS $ Lu x TOE NAIL OVERHANG RAFTER / 4 TO OVERHANG NAILER WITH V a 0 _ r (1) 16d R.S, NAIL EACH SIDE /\ Q 1 1 1 g 42'-2x10 (NO.1 SYP) CV END RAFTER ASSEMBLY J OVERHANG FRAME (7) 20d R.S. NAILS TRUSS/BRACING PLAN 2x6 OVERHANG NAILER DRA WN 8Y; DB 3-2x6 CORNER COI.UMN DATE.' 8/16/2012 CHECKED BY.. MURPHY DATE 08/27/12 REVISED DATE' --- Z" REVISED DATE: ---- ii REVISED DATE -- 60d R.S. NAIL REVISED DATE ---- II 5 N1 D�DRO Df TRUs o �\\ PU II,CONNECTOR GALVANIZED DETAILSCALE: 1 2A . 0 N6kk � eDT7D �\ �P� NN 4f ! •� C "f:r h �S c � (1) #9X1"TRU-GRIP SCREWS ON PEAK SIDEANDF D8Z 898 c (2) ON EAVE SIDE IN HOLES SHOWN. °A9aF ssiu A���,o (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 TRUSS TIE DETAIL SCALE: , 8 SCALE.AS NOTED 1 4' 16 SHEET NO.7 - S2oFS14 OFFICE' CUTCHOGUE, NY JOB NO, 15x11 PL. 128-021464 CENTER (NO. 1 SWEB —� TRUSS SPACING 7'-6" O.C. STIFFENERR WE ON TRUSS WEB & LIVE LOAD 16 PSF 7'-3 3/1 6" O 1 NAIL /2"HDG R.S. GUN DEAD LOAD 4 _PSF NAILS OR bd R.S. NAILS WITHIN ( � ,• °• jC 4"OF ENDS & 6"O.C., STAGGERED tJ CEILING LOAD - PSF #' 7 14'-67/16" SECTION A-A �- TOTAL LOAD 20 PSF \ SCALE: 1 1/2"= V-0- rc z 11x13 z PI. sL� z V Ox 11'-83/4" q a Web# 2 Web# 1Web# 4 ILLJ 1 3x5 12 Lu Web# 3 PI• jC 610 z 2 \ Web# 5 20x9 PL. 18 GA. 16x8 PL. 18 GA. Z ' 7x16 PI. 18 < 3x5 9x11 Go. Mitek . ...; o �4a, PI. PI. MT8H 6x9 HS O a PI. 1 LC# 1 LC# 2 15 1/2" CAMBER AT > ti CENTERLIN 1 1/4" 6'-6" I < e / I/2 Lj z O 60d R.S. NAIL ii 20'-101/2" = O I. U � 9 � o OF TQE55 20 GA. GALVANIZED 42� S.C° 4075 TRUSS Q o G�ORp �\� PURLIN CONNECTOR SCALE: 1/2" O TOP / a :< o_ • : O 4.2' WIDE �� Z •� < (ZONE 2&31 1 1 1 = (11 #9x1"TRU-GRIP SCREW ON PEAK SIDE AND --- a (2) #9x1"TRU-GRIP SCREWS ON EAVE SIDE OF Q vi PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT g BEFORE FASTENING CLIPS I _l _J 2x4 BUTTED PURLIN DETAIL z (PURLIN CONNECTED WITH 60D R.S. NAIL) SCALE: 11/2"= 1'-0" I1,.r r 1 . DRAWN BY: DB 2x4 PURLIN DATE' 8/16/2012 HEADLOK .19'k6.0"FLATHEAD LAG SCREW CHECKn--- 4.2' WIDE 2x4 PURLINS 9 24"O.C. (ICC-ES REPORT ESR-10481 t`pN5 DATE: ��R`pGP TRIS\ REVISEDp0F — 20 GA. GALVANIZED REVISEDToP L OR \ PURLIN CONNECTOR REVISF-D�TI.E� 0 +e (ZONE 2 &3 ) 6ptN`Nt� O INDICATES PURLINS TO BE FASTENED !r W/HEADI.OK .19"x 6A"FLATHEAD LAG •,\` OF NEpy� SCREW, AFL OTHER PURLINS TO BE (1) #9x1"TRU-GRIP SCREW ON PEAK SIDE AND — .t�" N,y?e FASTENF,D'W/60d P.S NAIL (21 #9x1"TRU-GRIP SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE )IGHT BEFORE FASTENING CLIPS 42' WIDE BUILDING PURLIN LAYOUT Fa De2B51 �` SCALE: 1/7'= ,'-o" 2x4 BUTTED PURLIN DETAIL p9pFES5tUt1P��`� (PURLIN CONNEC ED WITH 6'HEADLOK FLATHEAD LAG SCREW) SCALE: I 1/2T'= 1'-0" SCALBAS NOT __j - cSHEET N(O�. J30F `' � 4 OFFICE: CUTCHOGUE, NY JOB NO. 128-021464 0 � g 0 z' Z (� 0 ^ a v LIVE LOAD 20 PSF Z DEAD LOAD _ 6 PSF 11-101/4" [Z 12 CEILING LOAD 2 PSF3x5 PL. 2-1/2 Lu TOTAL LOAD 28 PSF 2' S 1/16„ 2x10x10' 7� 3x5 PL. Z 2x6x12' 10'-10 1/2" Q Z LUMBER SPECIFICATION (2005 NDS for Wood Construction): Lower Chord-- No. 1 K.D. - 19 Southern Pine 10' PORCH EKED FRAME sn 0 Top Chord ---2400f-MSR 2.0E Southern PineQ Web Members— No. 1 K.D.- 19 Southern Pine SCALE: 1/2"= V-0" N TRUSS PLATE SPECIFICATION (IC80 Evaluation report No. 3080): Q f-- ASTM A-653, Grade A 20 Go.and 18 Ga.where noted, galvanized steel Morton truss plates Identified by a �J d hexagon stamped every 1 1/4"along the center of the plate. tet Z 0 0 U Oles Q0 TRUSS SPACING 10'-0" O.C. m LIVE LOAD 20 PSF / �1 DEAD LOAD 6 PSF CEILING LOAD 2 PSF LL TOTAL LOAD 28 PSF 12a F10 1/2" LUMBER SPECIFICATION (2005 NDS for Wood Construction): PL, 2x1 2x12' I 1 1Lower Chord—No. 1 K.D. - 19 Southern Pine 2'-8 5/8"TopWe Chard e2— No. I 1,9E Southern Pine Web Members— No. 1 K.D, - 19 Southam Pine 13x5 x5 PL. J 2x6x 12" 75/8" TRUSS PLATE SPECIFICATION ()CBO Evaluation report No. 3080): 3-5x PL. z ASTM A-653, Grade A 20 Go.and 18 Ga.where noted, galvanized steel Morton truss plates Identified by a 101-10112, hexagon stamped every 1 1/4"along the center of the plate. DRAWN BY.' DB 10' PORCH FRAME DATE: 8/16/2012 SCALE: 1/2"= 1'-0" CHECKED BY: MURPHY DATE: 08/27/12 REVISED DATE' ---- REVISED DATE ---- REVISED DATE: ---- REVISED DATEr ---- ff NE yNN M v� Q• 9„. � w ?`rF 08281” D'OROFE 5510'i44S;4"+ SCALE:AS NOTED SHEET NO. S40F S14 OF OFFICE: 0 DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY o N JOB NO. 0 22 6 w 45-0-- �° 22'6" Q` 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-021464 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. 42WIDE VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE (ZONE 2&3) (ZONE 2) VENT-A-RIDGE ZONE 2&31 OWNER. iQ sQ „ 20 L.F, (ZONE IJ 2.) "- 7/16"OSB REINFORCING UNDER ROOF STEEL FOR 20 L,F-, FROM EDGE OF END vYa (ZONE 3) 20 L F + DIATE RAMING® 12"O.C. &TO PERIMETER EDGES ®6I O.C. SEE SSHEET SIL NIALS TO )E OF S 14 FOR cS (ZONE 2) / DETAILS. �� N w (ZONE 3) °6 5"O.G. GUTTERS O Z [�/ w Z 4 6 O 3 6E 10� HI-RIB STEEL SIDING ! �1 ... 4E �7J T#21 CORNER TRIM 2 L T#167 TRANSITION IRLM � HI-RIB STEEL WAINSCOT 5 1 / Lu 1 T#167 BASE TRIM L-11 E Z 4.2'WIDE 1 (ZONES 2 &3) MWF RS A2'WIDE 81.6'WIDE(ZONE 41 II I _ + _ (n Reference (ZONE 5) �-1 4.2•WIDE 63'-9" 26'-a' (ZONE 5) Corner z WIDE Q Z o (ZONES 2&3) a -- NORTHEAST ELEVATION � N o 0 0 ON _ 5"O.G. GUTTERS Oy _ 4.2'WIDE --11 12 (20NE2&3) 6� \ T#374 Q 11 T#16 GABLE TRIM v d W 12 Z 4.2'WIDE O (ZONE 2&3) p + r 12 2.5 HI-RIB STEEL SIDING ¢ x T#21 CORNER TRIM w T#167TRANISITION TRIM Z 0 7 HI-RIB STEEL WAINSCOT v a T#167 BASE TRIM �� U' 4.2'WIDE 33.6'WIDE ( ONE 4) (ZO " 21'-0" 4.2WIDE NES) 21'-0g I � - (ZONES) LLI —"II .. . .. ... .. 4.2'WIDE 33.6'WIDE (ZONE 4) o Q Q (ZONE 5) NORTHWEST ELEVATION ,ZONE°i J Q 4.2 WIDE SOUTHEAST ELEVATION N z d. (ZONE 2&3f (ZONE 2) 4.2'W IDE &— 20 LF. (Z )ONE p (ZONE2 3) (ZONE 3} —� / 20 L.F. � y r DRAWN BY: DB i DATE: 8/16/2012 (ZONE 2) — CHECAED BY: MURPHY / DATE: 08/27/12 (ZONE 3) REVISED DATE: ---- � REVISED DATE' — T#6/T#167 REVISED DATE. ---- DA M' ---DATE -- 5"O.G.GUTTERS OF MS W 4.2'WIDEWIDE (ZONE 4) NFOp OB1B3H ti��� (ZONE 51 A,-0" 8'4" 15,_0" 58'-6" 4'-0" (ZONEI6) 9pFf5 UNP F' o N O2 8 SOUTHWEST ELEVATION o SCALE. SCALE:AS NOTED O 4 16 SHEE7 NO. °� S5 OF S l 4 OFFICE DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY (D FLUOROFLEXT- 1000 HI-RIB STEEL JOB NO. O©(D 2X4 PURLINS O 24"0. 1.) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-021464 HEADLOK .19"x 6.0"FLATHEAD—`-. (NO. 2 SPF-) ol / CONDI'TIONS MAY REQUIRE MODIFICATIONS. LAG SCREW 2.) CONCRETE FLOOR NOTES: 2x4 BEV. PURLIN / ,a WIRE MESH a. 3500 PSI, 5 1/2 BAG MIX CONCRETE FILLER STRIP / e b. SLOPE GRADE AWAY FROM BUILDING(9) 1" PER FOOT FOR A MINIMUM 2x6 BEV, FASCIA DISTANCE OF 10' PLUS OVERHANG WIDTH cw 5"O.G.GUTTERS c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. e TRUSS IN COLUMN UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING �— w T#144& 146 FASCIA TRIM 42' 4075 S.C.TRU55 a0 SADDLE MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL m ®OSOFFlT LAMINATED COLUMN BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT Q HI-RIB/SOFFIT CAP J d. CONTRACTION .JOINTS UNIFORMLY SPACED 18' 0 C, OR LESS z z 2x6 OVERHANG NAILER Z O (2) 1/2"X5 1/2"M. BOLTS & (8 ) 20d R.S. NAILS V Z LU 11-i z @ FLUOROFLEXT' 1000 HI-RIB STEEL 3-2x6 LAMINATED COLUMN (,f) 1 1/4NI 1/4"x14 GA, SUPPORT ANGLE FASTENED TO COLUMN AT EACH Z CORNER WITH (4) .148"O x 2" Q z STAINLESS NAILS. (16 TOTAL NAILS ci PER COLUMN) T_ 4N GRADE TO HEEL 14 GA, CHANNEL WITH 1/4"PLATED O RIVET TO SUPPORT ANGLE Q n UNDISTURBED SOIL 0 _�-- (3 ) ROWS 2x4 NAILERS (2100 MSR SPF)© 3-2x6 LAMINATED COLUMN STILT INSTALLATION a 2x2 VERTICAL BLOCKING `✓ AT COLUMN LOCATION �; „ 1. INSTALL PRESSURE TREATED LuJ T#167 TRANSITION TRIM LOWER COLUMN WITH STILT IN THE 0 2x6 NOTCHED NAILER (2100 MSR SPF)CD AUGER.ED HOLE. = O FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT 2, FOUR READI-MIX CONCRETE INTO / 7/16"OSB PROTECTIVE LINER@THE HOLE AS SPECIFIED. T#167 BASE TRIM -'••" 3. BACKFILL AND COMPACT THE Q 1K (1) ROW 2x8 TREATED SPLASHBOARD® ANNULAR SPACE AROUND THE Om ,"P COLUMN TO GRADE WITH SOIL 27, O STILT ISOMETRIC AUGURED FROM THE SITE. 6"CONCRETE FLOOR♦ a 18"LOWEST MEMBER CUT-OFF FINISH GRADE '''Sy' ````-••' -'"'F'" =- `� a 4"MINIMUM COMPACTED GRANULAR BASE♦ Lu I 8 J _J 4'-0" r Q z 218M (14 GA.) COLUMN STILT@ `'� 3-2x6 LAMINATED 13 8"THICK MINIMUM CONCRETE (2500 PSI MINIMUM) a� COLUMN DRAWN BY:DATE: 8/16/2012 BELOW BOTTOM OF LOWER COLUMN WITH A / 16"(b• ADDITIONAI.CONCRETE TO TOP OF 218M STILT (9"t). , 11 2 NAIL 5 CHECKED BY: MURPHY PLACE CONCRETE BELOW AND ABOVE BOTTOM OF ,+,� INAIIUIAL LOWER COLUMN IN ONE OPERATION. DATE: 08/27/12 • �H REVISED DATE -- SIDEWALL SECTION A °�'"° REVISEDDATe — SCALE: 1121= 1'-0" REViSfD DATE --- REVISED DATE: -- INTERIOR EXTERIOR �)E� NAIL KEY tl0.148"x 4" (20d) NAILS 0.131"x 3 1/2" HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS' �e qy9 3-2x6 COLUMN SPLICE FASTENING DETAIL SCALE: 1/2"= V-0" s 0828Zb c? �Op�F ,Sn10"PVF't SCALE AS NOTED SHEET NO. S60FSl4 OFFICE: CUTCHOGUE. NY 2x4 BLOCKS BETWEEN PURLINS - FLUOROFLEXT. 1000 HI-RIB STEEL JOB NO, 2x4 PURLINS @ 24"O.C. 128-021464 T#16 GABLE TRIM 7/16"OSB Q (4) 0.135"x 2 1/4"R.W. NAILS OR 16d R.S. NAILS 2x6 FASCIA T#194 TRIM i (1) 20d R.S. NAIL THROUGH STRAP SOFFIT J i i d INTO BRACE 2' END BRACE STRAP W/ PRE-PUNCHED HI-RIB/SOFFIT CAP TRIM i HOLES (BEND TO FIT) FASTENED W/ i (3) 0.140 x 1 1/2"R.S. NAILS © 42'-2x10 (NO,I SYP) END RAFTER ASSEMBLY i 2x6 DIAGONAL BRACING FASTENED wm J - TO COLUMN W/(4) 16d R,S. NAILS 42' 4075 S.C.TRUSS f 2-2x6 E.C.E. / � J i 42' 4075 S.C.TRUSS - O z FLUOROFLEXTM 1000 HI-RIB STEEL J o Z 2x10 NAILER FASTENED W/(6) 20d R.S. NAILS 'vll z _ a -- -- - ------ --- - - -- TDITION LPRLIN — --'----- - -- 2x6 ADDITIONAL PURLIN 2x4 TRUSS TIE 7 FLUOROFLEX 1000 HI-RIB STEEL L 7/16 OSB SHEATHING & 15# ROOFING FELT 1 I/2"xl 7/16"x4 1/2" 93 ®10' PORCH FRAME @ 10'-0"O.C. FRAMING CLIPS LV-J ®®2x6 PURLINS W/CLIPS 23"O.C. (2100 MSR SPF) 112"X5 1/2"M. BOLT - 7/16'OSB & (6) 20d R.S. NAILS 12 z T#178 2.5� — 2x6 BEV. FASCIA 2'-7" T#144/146 TRIMS 5"O,G. GUTTER 2x6 BLOCK Z SOFFIT Q z 2x4 SOFFIT SUPPORTS —, S (2J 2x6 READERS Q©ADJ. JOIST HANGER V) Oz - T#106 SOFFIT/HI-RIB CAP 14'-0" C O 2x12 (NO.1 SYP) HEADER FASTENED "' W/(10) 20d R.S. NAILS T#39 COLUMN (2) ROWS OF 2x4 NAILERS -- U COVER (21 GO MSRSPF) W O 0 0 3-2x6 LAMINATED COLUMN o 0 zm CUT OFF a 8 10'-1 1/2" 18"LOWEST J MEMBER CUT-OFF J a. .. 4•-0„ Z Q 6"LONGER LOWER FINISH GRADE 21 BM (14 GA.) COLUMN STILT 224M (14 GA.) COLUMN STILT DRAWN BY: D8 4'-0" 8"THICK MINIMUM READY-MIX CONCRETEl— 10"THICK MINIMUM READY-MIX CONCRETE DA TE.' 8/16/2012 BELOW BOTTOM OF LOWER COLUMN WITH '• • ' + BELOW BOTTOM OF LOWER COLUMN WITH CHECKED BY: MURPHY 16"0 ADDITIONAL READY-MIX TO TOP OF 218M ADDITIONAL READY-MIX TO TOP OF 224M STILT STILT (9"±). PLACE CONCRETE BELOW AND a 24"0 (9"±). PLACE CONCRETE BELOW AND ABOVE DATE: 08/27/12 ABOVE BOTTOM OF LOWER COLUMN IN BOTTOM OF LOWER COLUMN IN ONE OPERATION. REVISED DATE: ---- 218M (14 GA.) COLUMN STILT ONE OPERATION, 8"THICK MINIMUM READY-MIX CONCRETE i _ REVISED DATE.' — BELOW BOTTOMOFLOWER COLUMN WITH 1O PORCH SECT�•ION C REVISED DATE. --- 16'0 ADDITIONAL READY-MIX TO TOP OF 218M STILT (9"±), SCALE: 1/2"= V-0" REVISED PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. I. ENDWALL SECTION B ��OF My pj, SCALE: 1/2"= 1'-0" A� N61e O f7 RK' �ro � _ 3 u � W FO D8289T� c�'W p9pFfSSI�PlP��� SCALE:AS NOTED SHEET NO. S7 OFS14 OFFICE: CUTCHOGUE, NY JOB NO. 128-021464 zood 2x6 BLOCK. ATTACH TO COLUMN 2x6 NOTCHED END OVERHANG PURLINS WITH (6) 20D R.S. NAILS, STAGGERED. FASTENED TO END FRAME WITH HEADLOK i .19"x 6.0" FLATHEAD LAG SCREW i V � 3X4 BLOCK. ATTACH TO 2x6 BLOCK ♦�— N WITH (6) 601) R.S. NAILS. 2X6 BEVELED FASCIA 21T ATTACH PORCH FRAME TO 3x4 Z BLOCK WITH (6) 20D R.S. NAILS I 15/81, Z STAGGERED i 0 2x6 END BAY PURLIN 2x6 BLOCK FROM BOTTOM OF ' FASTEN PORCH END 2212 HEADER 70 TOP OF FIRST 1 FRAME TO COLUMN WITH NOTCH DETAIL NAILER (5) 20d R.S. NAILS '— Z / FASTEN BOX HEADER TO COLUMN WITH (2) LLJ 20d R.S. NAILS I 1 1 2x6 END BAY OVERHANG PURLIN / END VIEW OF END PORCH FRAME & 2x6 BOX HEADER (SHOWN WITH END OVERHANG) rr r// N HEADLOK.19'X6.0"FLATHEAD LAG SCREW n se / TOP VIEW OF END CORNER BAY THROUGH 2x6 BOX HEADER (ICC-ES REPORT ESR-1078) �l / Z � "NOTE: 2x6 BOX HEADER (SHOWN) FOR BOX FLASHING 2x4 BACKER ATTACH TO 2x6 / / / / O BLOCK WITH (6) 20D R.S. NAILS. O 7n s'ose 2x4 Q BLOCK CUT TO FIT TIGHT BETWEEN NAILER PIRG �1/ // Q AND HEADER TOE NAIL WITH (4) 16D R.S. I, / \ J y \— 2x6 FASCIA I 1 -- 1Z -- 2X6 BLOCK CUT TO FIT TIGHT ~ OF BETWEEN NAILER AND HEADER 'fOE NAIL WITH (4) 16D R.S. NAILS. FASTEN V-0'-0" E p 1' END OVERHANG SHOWN 2x6 BLOCK TO 2X4 BACKER WITH (6) �../ 20D R.S. NAILS,STAGGERED. Q� 3x4 BLOCK.ATTACH TO 2x6 BLOCK WITH (6) 60d R.S. NAILS, 2x6 END OVERHANG DETAIL o ATTACH PORCH FRAME TO 3x4 BLOCK (PURLIN CONNECTED WITH 6"HEADLOK FLATHEAD LAG SCREW) Z m WITH (6) 20D R.S. NAILS SCALE: 1 i/2"= V-0" CD v7 i L^^LJ = PORCH FRAME HANGS 1/2"OVER EDGE a OF PORCH CORNER COLUMN g LLE .J (1) 0.135"x 1 1/2"R.S. NAIL IN EACH --� TOP TAB OF CLIPS 7 Y Z It, USP MPA1 (4 1/2") FRAMING CLIP EACH SIDE WITH SLOT DOWN.ATTACH EACH TO PORCH FRAME WITH 7/16 OSB SHIM 2x10 NAILER (6) #9 x 1 1/2"TRU-GRIP SCREWS AND TO 2'6 BLOCK DRAWN BY• DB &2x10 NAILER WITHI (6) #9 x 1 1/2"TRU-GRIP SCREWS PORCH ENDS ALONG BUILDING DATE: 012 ° CHECKED BY: MURPHY 2x6 PURLIN ° ° _ � DATE: 08/27/12 REVISED DATE: ---- REVISED DATE: --- PORCH TRUSS REVISED DATE. ---- REVISED DATE: ---- 2x6 BLOCK BETWEEN 2x10 NAILER AND 2x12 HEADER. TOE NAIL BLOCK WITH (4) (1) 0.135"x 1 1/2"R.S. NAIL IN EACH 16D R.S. NAILS SIDE TAB OF CLIPS O Al ° USP JH20 JOIST HANGER.ATTACH TO PORCHA,P NN FRAME WITH (6) l Od 2 7/8"x.148" DIA. '09O'3D� GALVANIZED POLE NAILS AND TO 2X12 HEADER ty t OSB WITH 1-3/4"R.S.BOTTOM NAILS WITH 0.131" ) #92"TCP POSITIVE SCREWS & (12) 2x6 PURLIN CLIP DETAIL 12"O.C.TOP AND BOTTOM 0.131"x 1 1/2"TC POSITIVE PLACEMENT GUN NAILS. SFO OB L� AgORc 2618 � 2x12 HEADER PORCH FRAME ATTACHED BETWEEN COLUMNS SCALE:AS NOTED SHEETNO. S8oFSl4 OFFICE: / / CUTCHOGUE, NY //// 108 NO. x--12 CU1"TRUSS HEEL BACK BY WIDTH OF 128-021464 (2) 60d R.S. NAILS IN OVERHANG RAFTER b� BEAM PLUS 1/4" FOR TRUSS HANGER 2x4 PURLIN CUT TO FIT BETWEEN —FASTEN 340L TRUSS HANGER TO OVERHANG FRAMES BEAM WITH (10) 20D R.S. NAILS (PLACE ACE NAILS IN ALL HOLES PROVIDED). 2x6 OVERHANG NAILER FASTENED @ 5 114"x16 1/2"GLU-LAM HEADER (2400 fb) W/(8) 20d R.S. NAILS, (4) INTO GLU-LAM & �. (4) INTO 3-2x8 LAMINATED COLUMN m ; HEADLOK .19"x 6.9'FLATHEAD \ C - LAGSCREW \ f Z 2x8 TRACK GIRT (NO. 1 SYP) Z p / 1� 0 42' 4075 S.C.TRUSS SOFFIT/HI-RIB CAP PLACED UPSIDE DOWN TRUSS NO a AND NOTCHED FOR OVERHANG RAFTER T#71 TRACK COVER 340L TRUSS HANGER W/(14) 1 1/2" R.S. NAILS 51 M TRACK & (1) 1/25Q 1/2"M. BOLT 3x4 TRACK BOARD 340L TRUSS HANGER 1 1 1 14'-0" GRADE TO BOTTOM 1 1/2"x2"BLOCK 5 114"x16 1/2"GLU-LAM HEADER (2400fb) L- OF TRACK GIRT T#74 TRACKBOARD TRIM 2x8 TRACK GIRT (NO. 1 SYP) FASTEN 340L TRUSS HANGER TO TRUSS WITH Z T#25 JAMB TRIM (1) 1/2"x2 1/2"M. BOLT & {14) 1 1/2"R.S. NAILS i (PLACE NAILS IN ALL HOLES PROVIDED). N 3-2x8 LAMINATED JAMB COLUMN 2x3 JAMB (BEYOND: BOTTOM 2'TREATED) BEYOND W/AN ADDITIONAL 2x8 TRUSS HANGER ISOMETRIC DETAIL z TREATED LAMINATE FOR HEADER Q Z SUPPORT (5 114"x16 1/2"GLU-LAM HEADER WITH 340L TRUSS HANGER) _ 9 o a SLIDING DOOR HEADER SECTION D o SCALE: 1 "= 1'-0" Q TOP OF BEAM HANGER °C SITS DOWN ON SQUARE 0°° - (2) 2x6 UPRIGHTS w ZO CUT COLUMN ---- NAIL BEAM HANGER TO COLUMN FUJOROFLEX 1000 HI-RIB STEEL ri FROM OUTSIDE WITH (3) S.S. COLUMN ZO ANCHOR NAILS HOLD T#167 3/4"ABOVE T#374 f 7116"OSB SHEATHING 2x6 NAILER o \ 5x5 NAIL, - .- — 2x8 HEADER\\\ x0 2' EYEBROW FRAMES 2'-0"O.C. `- 7 m\ FASTEN FRAME WITH (4) 1 1/2"R.S. 2x6 STIFFENER �` O NAILS PER 5x5 NAIL PLATE a \\ HI-RIB STEEL (FLUOROFLEX 1000) 12 0 % S(i) LAYER 15# ROOFING FELT 7/76" �OSB DRAFT STOP Q \ w T#528 SET BOTTOM OF HEADER a 8"BELOW TOP OF FRAME FROM INSIDE WITH (3) NAIL HANGER TO REAM —� 2x6 BEV. PURLIN 5x5 PLATE 2x10 HEADER L S � S.S. COLUMN ANCHOR NAILS GLU-LAM BEAM 5"O.G. GUTTER 2x6 STIFFENER J - —! r 3-2x8 LAMINATED COLUMN ADDITIONAL TREATED LAMINATE T#144 &T#146 SOFFIT Z FASCIA TRIMS SOFFIT'/HI-RIB CAP 3-2x6 LAMINATED COLUMN INSIDE VIEW BEAM HANGER 14'-0" GRADE TO BOTTOM FLUOROFLEX 1000 HI-RIB STEEL OF 2x6 BEV. FASCIA DRAWNBY.., DB DATE: 8/16/2012 CHECKED BY. MURPHY 2x I0 TRACK GIRT DATE. 08/27/12 REVISED DATE• ---- T#71 TRACK COVER REVISEDDATE ---- NAIL 2x8 GIRT TO BEAM S1P6 TRACK WITH 20d GUN NAILSo° 3x4 TRACK BLOCK 12'-0" REVISED DATE: --- 0 4"O.C.STAGGERED ° 1 lit"x2"RLOCK &T#74 - TO GRADE REVISEDDATE: ---- 4" / 4„ 7#23 JAMB TRIM J 4„ (3) 1/2"x12"LAGS IF 2x3 JAMB (BEYOND; � (3) 2x6 JAMB COLUMN (BEYOND) of NEk/ (9) 20d R,S. NAILS BOTTOM 2'TREATED) �Q' AVN 41 2X3 JAMB ,�Ir. •� � �: 2'-0" EYEBROW OVERHANG/SLIDING DOOR SECTION E r x SCALE: V = 1'-0" 2 ".b 2w OUTSIDE VIEW �FD'°goF8s3 "NOTE: VIEWS ARE SHOWN WITH V-0"OVERHANGS S 1 /4" GLU-LA JAMB DETAILS SCALE"'AS NOTED SHEET NO. S9 OFS14 OFFICE.' CUTCHOGUE, NY JOB NO. 128-021464 0_ a w 2x6 NAILER - Z O 2 S ^ a V BLOCK WITH 2x6 BACKER Z (SEE DETAIL BELOW) Q� Lu 1 2x6 STIFFENER Lu 1 2x8 HEADER 2x6 NAILER N 2x8 NAILER (LAP FRAME APPROX. 1 1/2') 2x8 HEADER z Z Q OF EYEBROW HIPSTIFFENER Q T O 2x6 STIFFENER ° e ° STANDARD EYEBROW FRAME WITH 3 1/2' (— TRIMMED OFF FASTENED TO HEADERS •O J WI1H 10d R.S. GUN NAILS 4"O.C. 1 E 1 H- O 5x5 NAIL PLATES ((2) EACH SIDE OF FRAME) = Ore 2x10 HEADER � BEND OUT 90° 6 NAIL EACH WITH (411 1/2" 0 p ` I R.S. NAILS AS SHOWN ` o � EYEBROW OVERHANG FRAME � O a , EYEBROW HIP FRAME °° ' \ O ' n BEVEL CUT EDGE OF HIP FRAME STIFFENER �J °� 2x10 HEADER L�� S EYEBROW FRAME WIDTH-31/2" 31/2" CENTERLINE OF EYEBROW HIP 2x8 BLOCK WITH 2x6 BACKER EYEBROW ATTACHMENT DETAIL SCALE: 1"= V-0" 1 1 1 v g — J v Y Z 2x6 BEV. FASCIA M NAIL TRIMMED HIP FRAME TO BLOCKING DRAWNBY: DB WITH 15) 20d R.S. NAILS. NAIL 2' STRAP DATE: 8/16/2012 (THIS SIDE ONLY) TO HIP FRAME WITH CHECKED BY: MURPHY (4) 1 1/2"-R.S. NAILS AND TO HEADER WITH (3) 16d R.S. NAILS DATE: 08/27/12 REVISED DATE.' ---- EYEBROW HIP ATTACHMENT DETAILS REVISED DATE' --- SCALE: 1"= 1_-0-0" REVISED DATE.• ---- REVISED DATE: -- pF NE11, T g Y � W NFO D82836 .c@� °90pp SCALE:AS NOTED 5HEL-7 NO. S10OFS14 OFFICE CUTCHOGUE, NY JOB NO. 128-021464 HI-RIB STEEL (FLUOROFLEX 1000) 2x4 PURLINS @ 24"O.C. FASTEN 7/16"O.S.B. WITH 0.113"x2 3/8" (8d) GUN NAILS U (N0.2 SPF) @ 6"O.C.ALONG PERIMETER FRAMING @ PURLIN k T#16 GABLE TRIM LOCATIONS & 12"O.C. ALONG PERIMETER FRAMING 8 2x6 BEV, FASCIA O z Z Q/ w 2x4 BLOCKS BETWEEN PURLINS O 0 a BUILDING END RAFTER ASSEMBLY BUILDING TRUSS Z Q:. 7/16' O.S.B. ROOF SECTION u SCALE: 31,V'= l'-0" L N 7- <Q Z FASTEN 7/16"O.S.B. WITH 0.113"x2 3/8" (8d) _ G GUN NAILS @ 6"O,C.ALONG FASCIA AND U) 0 BLOCKING ABOVE END RAFTER ASSEMBLY In C U wZ _ F-- O _ 0 ' Q o d • 2x4 PURLINS @ 24"O.C. (NO. 2 SPF) W = w a C:) 8 J zQ DRAWN BY..- DB BUILDING TRUSS DATE: 8/16/2012 CHECKED BY: MURPHY DA TE: 08/27/12 REVISED DATE.' ---- REVISED DATE.' — REVISED DATE: --- 2x4 BEV. PURLIN REVISED DATE: ---- FASTEN 7/16"O.S.B. WITH 0.113"x2319" (8d) GUN FASTEN 7/16"O.S.B. WITH 0.113"x2 3/8" (8d) 2x6 BEV. FASCIA F (Uj� NAILS @ 12"O.C. ALONG INTERMEDIATE FRAMING .T, GUN NAILS @ 6"O.C. ALONG PERIMETER /.,P N FRAMING @ PURLIN LOCATIONS Q. 0 V. 7/ 16' OSB ROOF NAILING DETAIL �oPBOFE26'Fb SCALE:31,V'= V-0" SCALE:AS NOTED SHEET NO. S110FS14 OFFICE' CUTCHOGUE, NY =029 NO. 2x6 BLOCK BETWEEN NAILERS 128-021464 —CUPOLA CAP NAILED TO COLUMN W/20d GUN NAILS. NAILED 3"O.C. [ ' �—CUPOLA ROOF ., v LAMINATED COLUMN 0L w f ® Z Z \\IL 2x4 NAILERS 7116"OSB / LAMINATED COLUMN L .... ............._. .,.. .. ...,.,....,.................,........... ....... \� CUPO ASIDE ® OSB SHEARWALL DETAIL w 1.... .... .. .. .... .. . .. .. .... ..... .. .. . . 1 FRAME _ UPOLA BASE FRAME ® SCALE: 1/2"- 1'-0" z /// ......, J T#167 1 3/4"OSB CUPOLA SUPPORT® TOP CHORD OF 2X4 BEVELED BASE BLOCK® END RAFTER ASSEMBLY ... ... ........ ....... ........, ..... ....... 4 CUPOLA BLOCKS ® / �L . ..... ............................ 390 FRAMING CLIP@ / z "4 Z CUPOLA BASE TRIM f/) O A FLUOROFLEX 1000 xI41�j�N� % O / LOWER CHORD OF END RAFTER ASSEMBLY �./ z 7/16"OSB •je - - - - - - -- ----- -- 0 U Q o CENTERLINE OF CUPOLA 2x4 NAILERS . . / COLUMN BETWEEN NAILERS C!y Z LLJ FIRST ROW -- --- -- - -------- - - NAI EDTW/1i1--3/4'S RINGSHANK d 2x4 PURLINS COIL GUN NAILS SPACED 3"O.C. LLJ $ - - --- - -- -- ------- - _J ^ EXTRA NAILERS ADDED - -- - --- ------ - - J BETWEEN .� (MAX. SPACE TO BE 24"J OSB NAILED TO INTERMEDIATESTD. NAILERS Z - —————— ——— ---- - - - - SUPPORTS W/1-3/4"RING SHANK - ------ ------- - - - - COIL GUN NAILS SPACED 6"O.C. ® PEAK PURLIN - ------ - -------- - '- DRAWN BY: DB DA TE.' 8/16/2012 TRUSS LAMINATED COLUMN CHECKED BY. MURPHY DATE' 08/27/12 --- -- -- ---- - -- -- '^ REVISED DATE ---- REVISED DATE --- - --- -- -- - - - - - --- - REVISEDDATE' -- i— 5/46 NAILER % (IF PROTECTIVE LINER IS INCLUDED) REVISED DATE -- ®2x4 CUPOLA BLOCKS ----- - --- --- -- -- - 2X8 TREATED BASEBOARD SOF NEI,, . Q� NN m,. �\-N"�,- 39Q FRAMING CLIPV �' 0 b =w 39Q FRAMING CLIP® 2x4 CUPOLA BLOCKS Fo'oHB 828} c CUPOLA FRAMING DETAIL SCALE: V= 1'-0" 7/16' OSB SHEARWALL ELEVATION SCALE: 1/2"= 1'-0" SCALE:AS NOTED SHEET NO. S12oFS14 OFFICE CUTCHOGUE, NY WHEN REMOVING DEBRIS PROTECTION FILL HOLES WITH COLOR COATED RUBBER WASHER SCREWS. DESIGN AND EXPLANATORY NOTES JOB NO. 1.) DOOR PANEL AND WINDOW PROTECTION DETAILS ARE FOR INSTALLATION 128-021464 1 1/2"WOOD SCREWS 1110"O.C.AROUND PRIMETER OF WINDOW INSTRUCTIONS ONLY, AND ARE NOT PROVIDED OR INSTALLED BY MORTON KEEP SCREWS A MIN. OF 4"AWAY FROM THE GLASS TO PREVENT THE GLASS FROM CRACKING. BUILDINGS' INC. OR MORTON BUILDINGS'SUBCONTRACTORS AND ARE THE 5=8" OWNERS RESPONSIBILITY. (2) 5'-8"x2'-9"SHEETS OF O.S.B. SHEATHING 2x6 NAILER FASTENED TO OUTSIDE OF SHEATHING TO SECURE O.S.B. SPLIC $ (FASTEN W/ 1 1/2"SCREWS 10"O.C. EACH SIDE OF SPLICE) f 1 YY Irl N 1. W m 2'_9" O z Z w Z O _Z 11-i LJLJ Z `y /I z Q Z o N o `o o Q F-- WINDBOURNE DEBRIS PROTECTION - DIAMOND "M" DOOR ►W— o /Z o #8x3 1/2"WOOD SCREWS FASTENED THROUGH THE WINDOW JAMB FLASHINGS INTO THE 2N V' ROUGH FRAMING. PRE-DRILL HOLES 10"O.C. IN WINDOW JAMB FLASHINGS TO Q/ o ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. O.S.B.SHEATHING IS 1"WIDER THAN THE WIDTH OF THE WINDOW Q FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. O.S.B. SHEATHING IS 1"TALLER THAN THE HEIGHT OF THE WINDOW O FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM, d V� O Z #8X31/2"WOOD SCREWS @ 10"O.C. FASTENED THROUGH THE ALUMINUM DOOR SIDE JAMBS Q HEAD FLASHING INTO THE 2x4 ROUGH FRAMING. PRE-DRILL HOLES IN ALUMINUM DOOR JAMB TO a 7/16"058 PANEL OFACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. vi HEIGHT WINDOW : HEAD FLASHING $ +1 FINNED WINDOW J _I Y 't z SILL FLASHING � HEAD FLASHING 7/16"OSB PANEL DOOR SLAB WIDTH DRAWN BY; D8 OF WINDOW i +1" DATE: 8/16/2012 WALK DOOR SECTION CHECKED BY.' MURPHY .RE DATE 08/27/12 Fli�,l WINDOW SECTION • REVISED DATE -- #8x31/2"WOOD SCREWS SPACED REVISEDDATE --- D a AS SHOWN ABOVE TO AVOID DOOR D INSTALLATION SCREWS REVISED OATf.' -- WINDBOURNE DEBRIS PROTECTION - FIN TYPE WINDOW 716- OSB PANEL REVISEDDATE ---- �pF NEWS NM 7/16"OSB PANEL #8 x 3 1/2"WOOD SCREWS ® 10"O.C. OSB PANEL IS I"WIDER THAN THE WIDTH OFTHE DOOR DOORJAMB co ""FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM 2x4ROUGH FRAMING FINNED WINDOW �r� x WALK DOOR JAMB DETAIL y J 08163 WINDOW JAMBRASF', G WINDBOURNE DEBRIS PROTECTION - WALK DOOR OFE 2N4"ROUGH FRAMING FIN WINDOW JAMB DETAIL SCALE. AS NOTED SHEET NO. S13oFS14 OffICE; CUTCHOGUE, NY JOB NO. 128-021464 0 ROOF STRUCTURE FASTENING SCHEDULE O = 1 VENT-A-RIDGE TO BASE TRIM #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS 8"O.C. Z w 2 RIDGE BASE TRIM TO 2x4 PURLINS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (V-0"o.c ) f L'1 0 V a 3 7/16'OSB TO 2x4 PURLINS 0.113"x 2 3/8" (8d) R.S.COIL NAILS TO INTERMEDIATE FRAMING Q 12"O.C.. f0 PERIMETER FRAMING 0 6"O.C. 4 HI-RIB S'fEEL TO 2X4 PURLINS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB )1'-0"o.c.) 7 G 5 20^ya. GALVANIZED PURLIN CONNECTORS #9 x 1"TRU-GRiP SCREWS 6 2x4 PURLINS 10 TRUSS (INTERIOR ZONES) 0.200"x 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE — 11 ➢ 7 2x4 PURLINS TO TRUSS (EXTERIOR ZONES) HEADLOK .19'kb.0"FLATHEAD LAG SCREW IN PRE-DRILLED HOLE Lu 1 8 42'STRAIGHT CHORD TRUSS TO COLUMN (2) 1/2"x 5 1/2"M.BOLTS & (8) 0.177"x 4!' (20d) RING SHANK NAILS Z WALL FRAMING FASTENING SCHEDULE 9 COLUMN STILT (14 GA.) TO COLUMN (16) 0.148"x 2" (6d) STAINLESS STEEL RING SHANK NAILS Z 10 2x85PLASH80ARD f0 COLUMN 177 x A x CONNECTION Q z 11 2x6 NOTCHED NAILER TO COLUMN (4) 0.148"x 3-1/2" (16d) RINK SHANK NAILS ®ALL LOCATIONS = Q O 12 7/16"OSB TO SPLASHBOARD &NOTCHED NAILER 0.099"x 1-1/4"ASBESTOS SIDING NAILS x 13 2x4 NAILER TO COLUMN (4) 0.148"x 3-1/2" (16d) RING SHANK NAILS @ ALL LOCATIONS O 14 - x (8) 0.177"x 4" (20d) RING SHANK NAILS > w EXTENSIONS Q 15 2x4 PURLIN TO END RAFTER ASSEMBLY(INTERIOR ZONE) 0.200"x 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE I \ .o 16 2x4 PURLIN TO END RAFTER ASSEMBLY (EXTERIOR ZONE) HEADLOK .19"x6.0"FLATHEAD LAG SCREW IN PRE-DRILLED HOLE �J J 17 HI-RIB STEEL TO NAILERS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) f= 0 18 SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP (= 0 19 SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE v (SCREWED ROOF STEEL CUPOLA FASTENING) 20 CUPOLA CAP TO CUPOLA ROOF (4) 1/4"x 1" PLATED MACHINE BOLTS AND LOCK WASHERS L p 21 CUPOLA ROOF TO CUPOLA SIDES PRE-FORMED CRIMPED METAL CONNECTIONS AND (8) #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS ``Il1 a 22 CUPOLA SIDES TO CUPOLA BASE FRAME #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS (4) PER SIDE (16) TOTAL Lu 1 _ 23 CUPOLA BASE FRAME TO OSB CUPOLA SUPPORT 1-7/8"GUN NAILS ® 6"O.C. Q w 24 OSB CUPOLA SUPPORT TO TREATED BEVELED BLOCK 0.148"x3-1/2" (16d) RING SHANK NAILS 08"o.c. r� n 25 TREATED BEVELED BLOCK TO 2x4 CUPOLA BLOCKS 114'x 4-1/2"LAG SCREW W/ 1/4"FLAT WASHER AT EVERY HI-RIB (1'-0"o.c.) 26 2x4 CUPOLA BLOCKS TO FRAMING CLIPS (2) 0.135"x 1-1/2"RING SHANK NAILS J 27 FRAMING CLIPS TO PURLINS (2) 0.135"x. 1-1/2" RING SHANK NAILS IN SIDE. OF PURLIN AND (2) 0.135"x 1-1/2" RING SHANK NAILS IN TOP OF PURLIN PORCH FASTENING SCHEDULE z 28 10' PORCH FRAME TO PORCH COLUMN (1) 1/2"x5 1/2"MACHINE BOLT& (6) 0.177"x 4" (tad) RING SHANK NAILS 29 2x6 PURLIN CLIPS TO PORCH FRAME (1) 0.135"x 1 1/2"RING SHANK NAIL IN EACH TOP TAB OF CLIPS & (1) 0.135"x 1 1/2" RING SHANK NAIL IN EACH SIDE TAB OF CLIPS DRAWN BY: DB 30 2xl;PURLIN TO END PORCH FRAME HEADLOK .19"x6.0"FLATHEAD LAG SCREW IN PRE-DRILLED HOLE DATE' 8/16/2012 31 USP JH2O ADJUSTABLE JOIST HANGER TO HEADER (2) #9x1 1/2"TRU-GRIPS SCREWS & (12) 0.131"x 1 1/2"TC POSITIVE PLACEMENT GUN NAILS CHECKED BY: MURPHY 32 USP JH2O ADJUSTABLE JOIST HANGER TO QORCH FRAME (6) 0.149'x 2-7/8" (1 Od) GALVANIZED POLE NAIL DATE: 08/27/12 33 USP MPA1 FRAMING CLIP TO 2x4 NAILER (b) #9 x 1 1/2"TRU-GP.IP SCREWS REVISED DATE ---- 34 USP MPAI FRAMING CLIP TO PORCH FRAME (6) #9 x 1 1/2"TRU-GRIP SCREWS REVISED DATE: --- SHEARWALL FASTENING SCHEDULE REVISED DATE. ---- EVISED DATE.: ---- Q 7/16"OSB SHEARWALL - 35 OSB 1"0 PERIMETER BLOCKS/ FRAMING 0.113"xl-3/4" RING SHANK COIL NAILS @ 3"o.c. 36 OSB TO INTERMEDIATE FRAMING 0.113"xl-3/4"RING SHANK COIL NAILS ® 6"o.c. ,`CC,nF N M14. 37 BLOCKS TO COLUMNS 0.131"x 3 1/2"HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS ®3"o.c. ty �ysFa 08zB3a, "ROF SCALE:AS NOTED SHEET NO. S140FS14