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Home My WebLink About0206 WHEELER ROAD - PLANS (2) GRADE AND SPECIES OF DECK HOUSE COMPONENTS ABBREVIATIONS LAMINATED BEAMS: DOUGLA5 FIR, ARCHITECTURAL GRADE 24F-VO, Fb=2400 psi, E=1,800,000 psi,Fv=240 ps A/C AIR CONDITIONING METAL DRIP EDGE 3 1 8%6 1/4" 5%11 1/4" ABV ABOVE / / / AFF ABOVE FINISH FLOOR ICE & WATER SHIELD (FIRST 5-0") 3 1/8"x10 1/2" 5%13 1/2" AWC ATLANTIC WHITE CEDAR 7/16 OSB.: STAGGER JOINTS 7 1/2" SCREWS 3 1/8"x12" 5%16 1/2" BFDC B FO DNDO(OR CK) OVER INSULATION. @ 12" O.C. VERT. 3 1/8"x13 1/2" 5%19 1/2" BLKG BLOCKING 1 LAYER OF 2" RIGID INSULATION & 16" O.C. HRZ. * * BLW BELOW OVER (1) LAYER OF 3 1/2" RIGID INSULATION REDUCE SPACING 3 1/8"x15" 5"x24" BM BEAM TO 8" O.C. AT FIRST BM/SH BEAM ABOVE SHOE (STAGGERED STEAMS) 5 LB FELT 3 1/8 x19 1/2 BSMT BASEMENT 4' FROM EAVES AND BTM BOTTOM RIDGES. CLG CEILING LAMINATED POSTS: DOUGLAS FIR, COMB. 3, Fb=1850 PSI, E=1,800,000 PSI, Fv=190 PS1 CMu CONCRETE MASONRY UNIT ("BLOCK") 2"x3 1 2" 3 1 2"X5„ CNSRV CONSERVATORY 30 LB FELT 3 1 / / / CONC CONCRETE 3X6 LAMINATED CONT CONTINUOUS 12 DECKING DBL DOUBLE 7 1/2 PRESSURE TREATED LAMINATED BEAMS: GRADE 24F—V5, FB=2400 PSI, E=1,800,000, FV=240 PSI DH DECK HOUSE 3%7 1/2" 3"x12 3/8" DIAG DIAGONAL DIM DIMENSION LAMINATED ROOF DKG DECKING RAFTER LAMINATED DECKING: 3x6 NOMINAL (2 3/16%5 1/4") E=1,200,000 PSI DR DOOR INLAND RED CEDAR Fb=1380 E=1,300,000 PSI 1=10.29 IN(4) DTL DETAIL DWG DRAWING PONDEROSA PINE Fb=1380 E=1,300,000 PSI 1=10.29 IN(4) EEW EMERGENCY EGRESS WINDOW EL ELEVATION, DWG VIEW & MEASURING PT EQ EQUAL 2X6 BLOCKING DIMENSION LUMBER: SPECIES & GRADE * Fb MIN. E Fv FDN FOUNDATION SITE APPLIED HEADER PANEL (MIN.) FG FIXED GLASS; IF BOXED: CUSTOM CUT "'- 2x4: 8' OR LESS SPF(S) #2 OR HEM FIR STD. 550 1,100,000 70 FIN FINISH �.__________ FLR FLOORING) 2x4: GREATER THAN 8 HEM FIR #2 OR SPF # 1 & 2 850 1,300,000 70 FTG FOOTING MILLWORK PANEL GL GLASS, GLAZING 11/16" X 5 1/2" PRIMED CEDAR TRIM MPA1 CLIP 2x8 SPF #1 / #2 875 1,400,000 70 H HIGH SIDE OF VERTICAL DIM, TRAP PANEL 11/16" X 7 1/4" PRIMED CEDAR TRIM @ 24" O.C. 2x12 HEM FIR #2 850 1,300,000 75 HB HOSE BIBB HC HOLLOW CORE DOOR * CERTAIN NON—STRUCTURAL USES MAY USE ALTERNATE SPECIES OR GRADE. HDG HOT DIPPED GALVANIZED SIDING HDR HEADER INFILTRATION BARRIER HDW HARDWARE WALL PANEL TREATED DIMENSION LUMBER: HRZ HORIZONTAL FIBERGLASS INSULATION HTR HEATER VAPOR BARRIER 2x8 NO. 2, SOUTHERN PINE Fb=1,200 PSI E=1,600,000 PSI PRESSURE TREATED (.40 CCA) HVAC HEATING, VENTILATING, AND AIR CONDITIONING REFER TO DRAWINGS 1/2" RIGID FOAM BY BUILDER , HWH HOT WATER HEATER FOR SIZES & TYPES OF GYPSUM WALL BOARD EXTERIOR BALCONY DECKING: 3x6 NOMINAL (2 1/4 x5 1/2 ) INS INSULATION STRUCTURAL MEMBERS WESTERN RED CEDAR (25/8"x51/z") Fb=1150 E=1.Ox10 PSI 1=8.29 IN INT INTERIOR AND PANELS 13IST 4" FIN. FLR. BY BUILDER / SHEATHING: KSI< KEY IN KNOB (LOCKSET) -------------------- 3/4" T&G ADVANTECH PLYWOODS, 1/2", 5/8" AND 3/4" CDX FIR PLYWOOD 4 OR 5 PLY, APA RATED OSB L LENGTH LF LINEAR FOOT 5 4"x16 1/2" CEDAR (ORIENTED STRAND BOARD), 7/16", APA RATED. LH LEFT HASND (DOOR) / / LHRB LEFT HAND REVERSE BEVEL DOOR TRIM, CONTINUOUS LS LOW SIDE VERTICAL DIM. TRAP PANEL 8"X12" HEADER FLOOR TRUSS ROOF TRUSSES: M M—PANEL W/ MHG EXT & GWB INT 3 1 / 19.2 O.C. MAX. MAX MAXIMUM ENGINEERING CERTIFICATE PROVIDED WITH APPROPRIATE REGISTRATION. MCP MAHOGANY CAPPED PARTITION 1/2" PLYWOOD FILLER MHG MAHOGANY 1X3 STRAPPING INSULATION SCHEDULE MIN MINIMUM 1/2" GYPSUM BOARD BY BUILDER MM M—PANEL W/ MHG EXT & INT MO MASONRY OPENING ASSEMBLY TYPE R—VALUE MOD MODIFIED MPN MILLWORK PANEL ROOF ASSEMBLY MSGD MAHOGANY SLIDING GLASS DOOR MILLWORK PANEL NIC NOT IN CONTRACT NOM NOMINAL ® 5 1/2" RIGID INSULATION: UNVENTED 39.3 NTS NOT TO SCALE OBS OBSCURE OC ON CENTERS PKT POCKET (FOR BEAM OR DOOR) WALL ASSEMBLY PNL PANEL WALL ASSEMBLY: SEE ABOVE P.T. PRESSURE TREATED PWD PLYWOOD — 2x4 SHOE SITE APPLIED R RISER 2x12 RIM JOIST ® 2x4 EXTERIOR: W/ 1/2" RIGID INSUL. (DETAIL 1/6) 21.78 R—VALUE INSULATION RESISTENCE VALUE W/ R15 FIBERGLASS (BY BLDR.) REFR REFRIGERATOR -------------------- 3/4" FIN. FLR. BY BUILDER 3/4 T&G ADVANTECH REV REVERSE PLAN RH RIGHT HAND (DOOR) RHRB RIGHT HAND REVERSE BEVEL DOOR EXTERIOR OVERHANGS RO ROUGH OPENING (IN FRAMING) SC SOLID CORE (DOOR) SF SQUARE FOOT FLOOR TRUSS SGL SINGLE SHL 19.2" O.C. MAX. ® WEB TRUSS FLOOR SYSTEM 33.25 SIM V SIMILAR SHELVING Li (2) 2X6 P.T. SILLS AT EXT. OVERHANG STD STANDARD z a 9" FIBERGLASS INSULATION (BY BLDR.) STORAGE SYPR SOUTHERN YELLOW PINE IE 5/8" ANCHOR BOLT BY BUILDER T TREAD (OF STAIR) 0 FIN. GRADE all FOUNDATION DAMPPROOFING ( GLAZING U—VALUE T&G TONGUE & GROOVE MILLING, DKG & SDG TEMP TEMPERED 8" FOUNDATION WALL BY BUILDER ® LOW—E GLASS / CLEAR GLASS 0.33 TRAP TRAPEZOID(AL)(GLASS) - EXPANSION JOINT INSUL. W/ 1/2" SPACER, ARGON FILLED TWRC TEXTURED WESTERN RED CEDAR TYP TYPICAL 4 - MATERIALS BY BUILDER VRT VERTICAL W WIDTH 2 #5 BARS BY BUILDER W WITH 3/4' FIN FLR. W%0 WITHOUT @ GA IS NOT REQ'DFOUNDATIONS 4' CONC. SLAB I BY BUILDER NOTES: 1. FIBERGLASS INSULATION IS NOT SUPPLIED BY EMPYREAN INTERNATIONAL, LLC WD WOOD @ GARAGE FOUNDATIONS a VAPOR BARRIER WDW WINDOW ____________F_ 2. ITEMS LABELED BY BUILDER (NOT IN CONTRACT) ARE RECOMMENDED COMPONENTS ONLY. WFL MAHOGANY WAFFLE DOOR • a 3. FOR BREAKDOWN OF R—VALUES OF SPECIFIC COMPONENTS, SEE REFERENCED DETAIL IN WPN ALL PANEL THE INSULATION SECTION OF THE DECK HOUSE DETAIL MANUAL. WRC WESTERN RED CEDAR FDN TYPE, WALL FTGS, AND r . 8 PERIM DRAIN AS REQ. BY BUILDER NOTICE TO BUILDER SIDING COVERAGE ,- P �� . BY SITE CONDITIONS AND BUILDER MUST REVIEW AND UNDERSTAND SIDING IS SUPPLIED IN RANDOM LENGTHS ' c> FOOTING DRAIN OR LOCAL CODES AND WILL REQUIRE SPLICING FOR COMPLETE #-'' ` ,s„ ,�s ; 10%20" RECOMMENDED DRAWINGS AND DETAILS PRIOR TO PACKAGE COVERAGE. CAREFUL LAYOUT / PLANNING Jr SHIPMENT TO ALLOW FOR RESOLUTION OF ANY CAN MINIMIZE THE NUMBER OF JOINTS rW LPLA 4 QUESTIONS. IF REQUIRED, ADDITIONAL DETAILS REQUIRED. REFER TO THE DETAIL AND ' ' ` 41 ' CAN BE PREPARED TO CLARIFY ANY AREA CONSTRUCTION MANUAL. RELATIVE TO THE CONSTRUCTION OF THE " .. PACKAGED MATERIALS. IF A PROBLEM ARISES BUILDER SERVICE NA ` � * WITH THE DRAWINGS OR PACKAGE MATERIALS LSMi 1 TYPICAL WALL SECTION AFTER THE START OF CONSTRUCTION USE ONLY TO CALL IN FIELD PROBLEMS WITH �� DECK HOUSE CONTACT THE BUILDER SERVICES MANAGER FRAMING PROCEDURES. DIRECT TO BUILDER �,� IMMEDIATELY SO THAT WE MAY PARTICIPATE SERVICES MANAGER. OR USE TO PLACE A CASH Natural living Spaces SCALE: 3/4" = 1'-0" IN THE SOLUTION TO THE PROBLEM. SALES ORDER. DIRECT ALL OTHER BUSINESS ©COPYRIGHT BY EMPYREAN INTERNATIONAL,L.L.C. EMPYREAN INTERNATIONAL, LLC, WILL NOT ASSUME THROUGH OUR REGULAR PHONE NUMBER. 930 MAIN STREET,ACTON,MASS.01720 RESPONSIBILITY FOR FIELD CORRECTIONS IF 800-727-3325 www.Empyreanint.com YOU DO NOT FOLLOW THIS PROCEDURE. 1-800-727—DECK OR 1-800-727—DECK These plans may not be used in any way without written permission kom the copyright mner. STAIR AND RAIL SCHEDULE EDWARD C. "TOBY" LENK O STAIRS GRAILS WHEELER ROAD, MARSTONS MILLS, MA 02648 N0. TYPE RISERS TOTAL RISE TREAD WIDTH NO. TYPE LENGTH (+) CLOSED RISER 14R @ 7 5/16" 8'-6 3/8" 10" 38 1/4" Al WALL MOUNT INFORMATION / SECTION i CLOSED RISER 7R3@ 67„ 9/16" 4'-5 1/8" 10" 39 1/4" 0 WALL MOUNT O CLOSED RISER 7R @ 7 5/8" 4'-5 3/8" 10" 44" 0 WALL MOUNT DATE: ® CLOSED RISER 8R @ 7 5/16" 4'-10 5/8" 10" 44" ® WALL MOUNT AR 2/14/08 LZ (+1/8 ) WD 5/15/08 LZ CLOSED RISER 7R @ 7 3/8" 4'-3 5/8" 10" 44" 0 WALL MOUNT WD 5 29 08 LZ © HORIZANTAL 4'-10" (+) CONSTRUCTION DRAWINGS: MAHOGANY HERITAGE RAIL CUSTOM JOB NO. PAGE NO. SEE A B STAIR SECTIONS 20 9839 �20 14 14 14 15 NOTES: 78'-3 1/2" SM SMOKE DETECTORS INSTALLED BY BUILDER AS PER CODE. 24'-3 1/2" 7 7 1 ITEMS INDICATED WITH "BY BUILDER" ARE NOT PRICED OR Ir N INCLUDED IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. �j J8 IT IS THE CLIENT AND CONTRACTORS RESPONSIBILITY TO ACQUAINT THEMSELVES WITH THESE ITEMS AND COME TO A CONTRACTUAL AGREEMENT. ki Ptim C K + N ( P 1 P3 1*3 ( 14 15 15 16 17 .39 INDICATES FACE OF SILL. FOR SILL SIZE REFER TO THE FOUNDATION PLAN. BASEMENT F211 THE BUILDER TO PROVIDE FOR ADEQUATE VENTILATION OF . CRAWL SPACES AS REQUIRED PER CODES. (UNFINISHED) o CD 22 ACCESS TO CRAWL SPACES AS PER CODES, NOT IN -1 TOP OF SLAB EL EMPYREAN INTERNATIONAL, LLC CONTRACT. I 7 �0_ 00 16'-3 1/2" 7'-8 1/2- 7'-8 1/2- 10'-3 1/2" 12'-0" [23] EMPYREAN INTERNATIONAL, LLC TO SUPPLY PRESSURE TREATEDx4 SHOE, 2x4 TOP PLATEAND 2x3 4'-10 1/4!' 7-0- 3/4" BACK 1" FROM FND. WALL. ' L 1 1 FINISHED SPACE: BUILDER TO SUPPLY 6 MIL. POLYETHYLENE VAPOR BARRIER, JOINTS TAPED. VAPOR BARRIER MUST BE COVERED W1 3/8- GYPSUM BOARD OR EQUIVALENT FIRE T7 _ _r- r- , "' RATED MATERIAL. (D CD UNFINISHED SPACE: BUILDER TO SUPPLY R-11 FLAME I I I04 I 5"X101/2" LAM. BEAM _J II J Uj RESISTANT FOIL FACED FIBER GLASS ( MAXIMUM FLAME 23 —-—-—- M SPREAD OF FACING AS PER APPLICABLE CODE). LLJ IW CD Im C) ^, 3 >< 00 �8 CD C> I-1 -1 �-: LU cl: ICD C5 M II -C-4 � II C4 r -1 7 7 CD 00 L L_j T N II ;< 3Y2"O CONCRETE FILLED CL: STEEL COLUMN,TYPICAL C) CD O C,j 00 00 T r? EVN-AC,ji, CD C-4 5"X10Y2" LAM. BEAM ----------T- ------ --------- 8'-1 3/4" W-13" 8'-0" 8'-0' 8'-0' 81-0. 81-0. 10'-1 3/4" DOOR BULKHEAD BY BUILD R BY BUILDER II CN 1 /3\ F_ T La r4-) _j 7 _j Of cr_ 7 Uj _b Uj�9: CD __j 1 CO ce_ 0 cnm(D (D= >_ I o 00 ACCESS T C4 C)LO 2 -to BY BUILDER IU)-I Of L11 P co 04 z: 00 J, + CD <C C)_j CD 7 19 7 ^5 J9 2'-0' 7 00CRAWL SPACE F211 n 00 19 P.T. 2X8'S @ 16" O.C. I 9'-8 1/2" 7 3'-0" 10'-3 1/2" 11'_0" F,r- -71 1- __1 FDECK ABOVE --.----:JDBL. P.T. 2X10 HEADER L_:_ _j 7 8 LA rjf M ASS a -0 0---C 1 0 ———————————- 19y1 W z IA. I, tpL� 16'-0" 14'-0" 12'-3 1/2" 14'-0" 6'-8 1/2- 9* .4 L 63'-0" / 9 SITE FRAMED 2X8 BUILT-UP FLOOR 20 ON SLAB ABOVE DECK HOUSE Natural living Spaces COPYRIGHT BY EMPYREAN INTERNATIONAL,L.L.C. 930 MAIN STREET,ACTON,MASS.01720 800-727-3325 www.Empyreanlnt.com These plans may not be used in any way without whiten permission from the copyright owner.: EDWARD C. "TOBY" LENK 10 WHEELER ROAD, UNEXCAVATED MARSTONS MILLS,, MA 02648 00 00 LOWER LEVEL PLAN DATE: AR 2/14/08 LZ WD 5/15/08 LZ q_Q) WD 5/29 08 LZ CONSTRUCTION DRAWINGS: CUSTOM LOWER LEVEL PLAN JOB NO. PAGE NO. 1^2 # 9 839 -3 1/2" �0 7 24' -- ------ -- _ - — i 14 14 14 15 - NOTES: 78'-3 1/2" I SM SMOKE DETECTORS INSTALLED BY BUILDER AS PER CODE. _ 3A"X12" HEADER 31A"X12" HEADER 31/8"X12" HEADER 1 ITEMS INDICATED WITH "BY BUILDER" ARE NOT PRICED OR ""' ---- - INCLUDED IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. Uj 0 0 1 8 IT IS THE CLIENT AND CONTRACTORS RESPONSIBILITY TO M = 75X101/2" POST = r\, ACQUAINT THEMSELVES WITH THESE ITEMS AND COME TO A = W/ CVR.BDS. = CONTRACTUAL AGREEMENT. Z R C D E X ;� K L M N P BALCONY DECK "'- - 15 15 16 16 � 1 7 1 INSTALLATION OF A MEANS OF EGRESS WITHOUT A DECK REPRESENTS A HAZARDOUS CONDITION. IT IS THE ' RESPONSIBILITY OF THE OWNER / BUILDER TO ENSURE THE GREAT ROOM ( ( CONSTRUCTION OF A DECK AT THIS LOCATION BEFORE THE o � CD o OCCUPANCY OF THIS RESIDENCE. Q ' Q J= N TOP OF SUBFLOOR EL + 8-10 1/2" _ i ❑2 BUILDER TO REFER TO DETAILED CABINET DRAWINGS FOR c� o FINAL KITCHEN AND BATH LAYOUT, APPLIANCE AND 'Q X Q X °� FIXTURE LOCATIONS AND RELATED PARTITIONS. 16'-3 1/2" 7'-8 1/2" c,4� 24'-3 1/2" ;n cv 7'-8 1/2" 10'-3 1/2" 12'-0" ® ® ® STEPS TO GRADE AS REQUIRED PER SITE CONDITIONS. ALL 4'-1 3/4" 8'-0" 4'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 7'-0" 8'-0" T-1 3/4" DETAILS, MATERIALS AND LABOR BY BUILDER. (MAX. 7 3/4" SEE MANUL 5❑ ZERO CLEARANCE TYPE FIREPLACES ARE NOT IN EMPYREAN 4 3 , 2 1 1 �� INTERNATIONAL, LLC CONTRACT. INSTALLED BY OTHERS PER 29 - 1/2' URETHANE INSULATION INSIDE EXTERIOR WALL - w , 0 8 0 8 0o MANUFACTURERS SPECIFICATIONS AND CODES. SUPPLIED & INSUTALLED BY BUILDER. (SEE ACORN YER — >"' w5 MUNUAL: K8) LEVEL AB VE ,> n �m 3t/s"X12 HEADER ' t/a X12 HEAD ——— - - - - ® S ITE BUILT STEPS AS REQUIRED PER CODE. EMPYREAN o EVEL ABO o f 1 � ; 1 H 1 1 1 i I f I i I I ; I t y INTERNATIONAL, LLC TO SUPPLY LOOSE MATERIALS ONLY. MAHOG. SL. GL. DR. BUILDER TO SITE FRAME ❑ �'q� / PLANT SHELF ' I ti31 # iiII 4 �� I ft11 iI I i � � fi # 9af F9 90 MINUTE RATED STEEL DOOR W/ STEEL JAMBS & Fq P0, I II 1 III i i ; - j ( 1 ? I " SPRING HINGE. FTE I # I o I \ ( _ BUILDER TO APPLY 5/8" TYPE "X" GYPSUM WALLBOARD AS 18 �� i f SCREEN PORCH ; I I I t �ql �� I # I ' I I (SCREENING BY BUILDER) I 113 I ` aO PER CODE MASTER BEDROOM tiFq i 1X4 MERANIl DECK I ' f I { I 15 TUB & PLATFORM ARE NOT IN EMPYREAN INTERNATIONAL, 5 Z ` # ON P T' 2X10 JOISTS; I ' I E I f ! LLC CONTRACT. INSTALLED BY BUILDER PER ❑ O O I ; N � I I '. t E - i t E v v LEVEL ABOVE Ca > ; , , i ——— ————— �� MANUFACTURER'S SPECIFICATIONS AND CODES. �� KITCHEN - - - - - - IIt Ir # I I 4X4POST X O o STUDY W/ CVR.BDS. Q o I f 2 O O + w i o a. o � �F� POINT LOAD Ili # I I ( { i � i l Y ' i ❑ w J� i 1 I , s 3 POINT o - U) O ABOVE i # i ;x r- 31 2" T-1014' c' G -101 3I `1( hf4 � IW, -1 � � } I ; I N / / 8'-0" 16'-0" 8'-0" 16'-0" 7'-0" / /, # 1 E3/4 ? ! 31/2"6" POST ' " I 3 1/2 31/a"X1 5X131V2 LAM. BEAM IIfE ' ' 1 LEVEL ABOVE 1 3-0x6-8 DN.1R ® I 3t/2"x5" POST I �3WX5"/ VPOST M.G.D. W CVR.BDS. I W CVR.BDS. 0 2-8X6-8 MAHOGANY 6 I W w l �� 3-OX6-8 HERITAGE RAIL 1 'o '0 1 G�6\ N 5 IQ ml �. I I � J I I w 2-6X6-8 6 0 / o I W W I I I o M o ---LEVEL ABOVE , f6\� --� �o I // 3 ImUj o I � I ( I I I m W _ 1 5 t o I FOYER 1 � i O I I PANTRY I IL IW.LC. I �, M.P .I ! 3 I 11 �i LAUNDRY ❑2 o� CD 0 15 O �\ I 1 cv 1 ❑2 �co�� 1 3'�-7 /8" 2'-8 3/4" 3'r7 5 '> D = cn r w r` m rn i 4Of� J I i LAV. `1'� ( I Cn I 3t/s"X12" BEAM z�� 1111";"I 00 g i L - - - - - o 0-+ I 4 20 1 I DESK BY BUILDER o N (2) 2x12 I ; I 1 I N (2) 2x12 - 3t/8"X13t/z" LAM. BEAM -ems 4 ------� 5 .---_ 19 W.LC.I 2'-0" 5 19 (2) 2x12 I (2) 2x12 6'-10 1/4" 2'-10 1/4' 2'-10 1/2" 2'-6 1/2" II ��7 1/ 2'-6 1/2" o ( 7 � I , 2'-10 1/2" 2-6X6-8 I i 3t/8"X12" L HEADER I 1 2 cli DN. 1 R 6 7 7 � - -- --- 1 9 CUB IES 6 � l :(2) 3-0x6-8:� .__ n_ -1 GLASS DR --_r � MUD ENTRY 7 w i 6'-8 1 2" 10'-3 1 2" 1X4 MERANTI DECK -- - / 3'-0" / 3-Ox6-8 11'-0" .... _.J,.. M _ - __e_ _�.... I \ r n ' n m_. . _. ..._._.. __ ._ � -0 4-0 1'- M.G.D. 7 n fif 1 I , 1 3/4" ® 1 3/4" P.T. 4X4 POST -3h x 8 W/ CVR. BDS. 8 X1 A I 777 T 19 , . 8'-1 3/4" 7'-101/4" 8'-1 3/4" 6'-0" 2'-0" 8'-0" 2'-0" W-0" ' 8'-1 3/4" _ 3-Ox6-8 I II , b �� t\t I I I I I I I � # \ ❑nl STEEL. DR. UP 14R I I I I I I I STORAGE A \ i'sZw tH. L N CLOSED 20 16'-0" 14'-0" / 14'-0" LANDING I — ` C 12'-31 2 L1-I-)-1_I-� �- � 'a 00 3th x5 Fco SITE-BUILT ri1 �� DECK HOUSE Natural living Spaces \\\ ©COPYRIGHT BY EMPYREAN INTERNATIONAL,L.L.C. 930 MAIN STREET,ACTON,MASS.01720 o \ 0 800-727-3325 www.Empyreanlnt.com N w m \\ These plans may not be used in any way without written permission from the copyright owner. \_ w \ Uj w> Q I EDWARD C. "TOBY" LENK m o Q o m = �w � � I _ _ _ 10 ;. WHEELER ROAD, CD co� J GARAGE 13 20 MARSTONS MILLS, MA 02648 .< r7 I _< / I 1 =� � x 1 °° Uj PI) �n TOP OF GARAGE SLAB ENTRY LEVEL PLAN N W C HP. EL. +7'-11 1/2" o Q LP. EL. +7'-9 1/2" o 1 Z 1 N o 11e=1 0" Q \ w \ DATE: z \C)f \ I PITCH SLAB 2" o Q o \\\ FOR DRAINAGE 1 �' AR 2/14/08 LZ \ I WD 5/15/08 LZ Q Wm 20 `f WD 5 29 08 LZ rn oo /> CONSTRUCTION DRAWINGS: 0 CD XQ CO of M CUSTOM 00 ENTRY LEVEL FLOOR PLAN Q , JOB NO. PAGE NO. 3t/2"x5" FOUNDATION d9839- 20 24'-3 1/2" L I — --- ------- -- - - -- -- ----- ----- ------ ---- ---- -- - -------- -------- ----------- — 14 14 14 15 NOTES: A, 78'-3 1/2" SM SMOKE DETECTORS INSTALLED BY BUILDER AS PER CODE. r-— ———————————-7____---TIT————-- -7----------7 1 _4X4 HDR.1 I I1.I ITEMS INDICATED WITH "BY BUILDER" ARE NOT PRICED OR 41 rh ji INCLUDED IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. III 18 IT IS THE CLIENT AND CONTRACTORS RESPONSIBILITY TO III ACQUAINT THEMSELVES WITH THESE ITEMS AND COME TO A NIII r CONTRACTUAL AGREEMENT. LIN AB r n E iii 4 K L kA N P �j 13 13 14 --------- EZ BUILDER TO REFER TO DETAILED CABINET DRAWINGS FOR (1 15 17 1 FINAL KITCHEN AND BATH LAYOUT, APPLIANCE AND 81 DECK SPAN DECK SPAN n I F1- FIXTURE LOCATIONS AND RELATED PARTITIONS. (USE ALL 16' LENGTH) III (I. SE ALL 16' LENGTH) __j __j ZERO CLEARANCE TYPE FIREPLACES ARE NOT IN EMPYREAN < 3: I I INTERNATIONAL, LLC CONTRACT. INSTALLED BY OTHERS PER _j CD x flfl� x MANUFACTURER'S SPECIFICATIONS AND CODES. =D 24'-3 1/2" CN C, -0. C14 CL 24 _U 1 3/4' 41 0. 4'-0" 4'-0" 1/ 4'-0" 8'-0" �x 8'-0" 8'-0" 8'-0" 8'-0" 7'-0" 8'-0" 7'-0" 3/4' Ilk k k 6' STEEL RIDGE PLATE ABOVE DECKING. BUILDER TO ATTACH A� WITH #14 PAN HEAD SCREWS PROVIDED. OPEN TO Fiffli GREAT ROOM n j\ __j _jnI 5' STEEL VALLEY PLATE ABOVE DECKING. BUILDER TO 1 01 ATTACH WITH #14 PAN HEAD SCREWS PROVIDED. 12 BELOW ::3 y III 04 -4- < LINE OF ROOF IOVERIII III I 2x6 EXTERIOR WALL PANELS: ----------- ----- ---- ------------- -UP POSTS TYPICAL ------ _x 31/2"x51/2", 5"x5l/2", & 5Y2"x5V2" BUILT -------71- T _n 11 LnIIr Lo -r-) UNLESS NOTED. + n 31/8 X 10 1/2 31/8 X 10 1/2 Uj I X�qti - EEW STEEL ANGLE ABOVE DECKING. BUILDER TO ATTACH WITH T #14 PAN HEAD SCREWS PROVIDED. M �_cn F U0 u5>-A 5>-) M cn LINE OF 1/2" URETHANE INSULATION IN IDE EXTERIOR WALL Lo I jcl:� CHIMNEY SUPPLIED & INSTALLED BY BUILDER. (SEE ACORN bi 19 F21 TUB & PLATFORM ARE NOT IN EMPYREAN INTERNATIONAL, 31/8 x 10 1/2 cr- 31/8"xl OV2" ABOVE LLC CONTRACT. INSTALLED BY BUILDER PER 18 7\ -— - M� I I I I MUNUAL: K7 SIM.) I I i :9! � / I I LL) L� MANUFACTURER'S SPECIFICATIONS AND CODES. �2 IC) C) x < _j 11 LOFTIII1 .4- w I(D I w 12 T jui CN 00 Of Of TOP OF SUBFLOOR EL. + 18'-0 3/4" W/ CVR)\3/4S <// 1 j w Q \ / Q I o3 Y2'X\5\�'R BEDROOM-4 MASTER - - - - i W 0� BEDROOM-2 iJ Z_\4 r" �-3W'xl 31/2" PURLIN 00 \\-MAHOGANY HERITAGE RAIL W/CANT STRAP C) >< 5%19 1/2" RIDGE BEAM 5%161/2" RIDGE BEAM 5"x19 Y2"IRIDGE BEAM A I 4- 1 I __jexd� —-—-—- - 31/2"x5" 5"61/2" -—-—-—-— --—-—- Ll —-—-—-—- co 31/2"X5" PG-ST-- CVR. BDS. BEDROOM-3 f7"\ ABOVE BEAM 00 _j C) CN 6-OX6-7 BIFOLD ------------ >< co CD r3Y2"X5" POST 00 2-8 6-8 af I I F_ I W/ CVR.BDS. Uj w _21 00 00 14- 1 SHOWER I --M.C.P. of (if Of CID ro >< >< F2 >< 00 W.I.C. �2 �2 S �2, II II e� BATH— co.jr 2-8X6-8 _x bi 00 ro oo L--- 31/8" M.C.P. OPEN TO 11 CL X42" PURLIN 7 I O I ' Ld - - --- ----- C3 W/CANT STRAP d FOYER 00 5 BELOW 4-OX6-7 BI 0 >< -—- LLJ - ----- ............. Uj lwc) � I M F ACCESS B I I I w I.C. W.I.C. L -;:c I I C) __j I I III z-, M OPEN TO MC) 1 -4 r�W LOFT Y BUILDER Fql-2r /\ I I ///> CL: 12 �BATH / I \\ Gq<<�e t i 1 C.3 M 21 BELOW ::g __j I F 00 00 LLj w 19 M 4------ - cn vp STORAGE /> I Of 4\ cl: co CD co CD In, T_ x x 00 I �� I �� co co CN 0- "Cl- --Ji CD B :z 11) CD U BENCH W/ LIFT-UP TOP CD < I _6 -1 L __j BY BUILDER -1 L_4—————————— c"14 ---L cli ------ 31/8"X 10 1/2 8 X101/2". 19 \-4X4 POST W (.0 ------ W/ CVR.BDS ------------ CD 7 �12 �12 C, �2 00 r6 co I 19 1 1 - —4X4HDR7:7j74X4HDR x. MASTER 7- 9'-8 1/2- BATH-2_--_--. 2'-0" 4'-0- 4'-0" 2'-0- 10 3 1/2' Uj 3-P- 31/8%10 ^7 LOW —-—-—-—-—-— —-—---- ,,—FLAT ROOF BE ------------ 5-OX6-7 BYPASS Q 04 31/2 X K-%N A',�O 11 3/4 1 3/4- — 9� �� --i , 'i 11 3/4 1 5�" H, ��i J9 81 81 3� LALA yj tl 3/4" _011 _011 _011 Uj 04 8'-0" 8'-0" 6'-0' 6' 6'-o" 6'-0' 1 3/4" 5'-( 14'- OF Nc 4 7/8")E(LOP 7 2E_j I alk;c:1 I �o %NAL 12'-3 1/2" 6'-8 1/2" 16'-0" 14'-0" 14'-0" Ir f Ir DN.' 1 R /,/^9 31/2"X5" --ZHACF PARTITION (NO c7AP_)_ �20) POST W/ CVR.BDS. DECK HOUSE Natural living Spaces COPYRIGHT By EMPYREAN INTERNATIONAL,L.L.C. 930 MAIN STREET,ACTON,MASS.01720 00 800-727-3325 www.Empyt-p-anint.com These plans may not be used in any way without written permission from Me copyright owner. EDWARD C. "TOBY" LENK WHEELER ROAD, 1^0 -—-—-—-—-—-— -—-—-—-—-—-—- �20 MARSTONS MILLS, MA 02648 STORAGE (UNFINISHED) co 00 cli UPPER LEVEL PLAN Uj TOP OF SUBFLOOR oo Ld EL. + 18'-0 3/4" CD co DATE: Lo AR 2/14/08 LZ -—-—-—-—-—-— ------ WD 5/15/08 LZ 20 WD 5/29/08LZ _T -------------- --- L�j CONSTRUCTION DRAWINGS: Ju- Ic) CIL-' 1 1/2- 11'-10 1/4" 11'-10 1/4- 3 1/2" 00 CUSTOM IUj 4'-2 4'-2 5/8- JOB NO. PAGE NO. 5/8" UPPER LEVEL FLOOR PLAN /X 31/2"X5" =w I # 9 839 4X4 HDR.—1-4X4 HDR. I �o ------------------- -------------------- —24'-3 1/2- F <I 4ir� \ N -_ | i � ` / I,W11, 11 Lut ITEMS INDICATED WITH "BY BUILDER" ARE NOT PRICED OR | INCLUDED IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. IT IS THE � � � � CLIENT AND CONTRACTORS RESPONSIBILITY TO � ACQUAINT THEMSELVES WITH THESE ITEMS AND COME TO A CONTRACTUAL AGREEMENT. STEPS TO GRADE (NOT SHOWN) AS REQUIRED PER SITE CONDITIONS. ALL DETAILS, MATERIALS AND LABOR BY BUILDER. F14 EMPYREAN INTERNATIONAL, LLC TO SUPPLY LOOSE FLASHING. 12 BUILDER TO INSTALL AS REQUIRED. WOOD FRAME ENCLOSURE: EMPYREAN INTERNATIONAL, LLC TO SUPPLY STOCK LENGTHS OF FRAMING MATERIALS (METAL CAP BY BUILDER). BUILDER TO REFFER TO DETAIL "Q/9" IN THE CONSTRUCTION MANUAL. � � / | � � � | � 22' 1/4^ 0 AT BOTTOM OF POSTS SUPPORTING ROOF RAFTERS ATTACH TOP OF POST EL. + 21'-2 1/4" KST-216 STRAP TO MID-DEPTH OF BEAM. CONTINUE LOAD L U JL PATH CONNECTIONS BY USING ANOTHER KST 216 FROM MID III LL FG FG DEPTH OF BEAM TO POST BELOW. � | TYP 18'ffi TOP OF SU8FLO0R EL. f 1E[ O3/4 | � q`-_---___-------__ ONTO BEAM A MINIMUM OF 4". � F2-31 LAP SHEATHING FROM LOWER LEVEL WALLS DOWN ONTO RIM TEMP /TEMP. | � | | - � | � TOP OF SUBFL00R EL. f K 1O 1/2' TOP ---------'----'--------------- 7~ /7^ � ---__-____-__'----_---- � � -�� --- | [_ __ _� � | | | � ---------------------------------- -- � � 00 \ | LT----� L----T� | L------------------------T--------------� | � _ � �� ______ | _ | _____ | ___________ | | _____________________ __ _________ | � �� __�______ ' � p ,�------------------------7�---------------------r�-------------------��T---------------------�7----------------------------------^l � ' ' ! � L________________________- ______________________L____________________L_____________________- ___________________________________J � � � FRONT ELEVATION | SITE FRAMED � CRICKET � � | | � � 14FG TOP ' OF POST [L f 24' -11 1/4" ' -____ � | � | | � . . | ! � � Z_ TOP OF SUBFL0OR EL. + 18'-0 3/4" ------____-__--___----_- � | / -' 4 -- `- --_A'R FLOOR Natural living Spaces � � | i These plans may not be used in any way without written pennission from the oopyright owner. WHEELER ROAD, 23 TYPICAL � T � | | i OFSUBFLOOR BL f 8/-10 1 �" MA 02648 ! | ---------------'--------- | | | 1_ � —————————————————————————————————————- | L | ------ -------------------------------- ] | | | FRONT & RIGHT ELEVA11ONS | ( | | | | BULKHEAD | | | | | | | | | �--------------1 | & DOUR L ] ------ | BYBN�� ------ T------------------ -------- / | \ \ } | �-------�------------------ | | | | L--J L—rJ - | � ! | | | | | | | | TOP OF SLAB EL. 0' -0^ � -------------------------------- ---� -----��----------------------�� -------------------------------�� ---��T------T-------------------------�----- ------------- � CONSTRUCTION DRAWINGS: L----------l------l-------------------------L________________________� � CUSTOM � RIGHT ELEVATION JOB NO. PAGE NO. | ' 9839 � � � NOTES: 16 ITEMS INDICATED WITH "BY BUILDER" ARE NOT PRICED OR INCLUDED IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. IT IS THE CLIENT AND CONTRACTORS RESPONSIBILITY TO ACQUAINT THEMSELVES WITH THESE ITEMS AND COME TO A CONTRACTUAL AGREEMENT. STEPS TO GRADE (NOT SHOWN) AS REQUIRED PER SITE 12 12 R fl CONDITIONS. ALL DETAILS, MATERIALS AND LABOR BY BUILDER. 7 1/2 7 1/2 LtLLUI 1111 (MAX. 7 3/4- RISER, MIN. 10" TREAD.) 14 14 EMPYREAN INTERNATIONAL, LLC TO SUPPLY LOOSE FLASHING. BUILDER TO INSTALL AS REQUIRED. FG FG [161 WOOD FRAME ENCLOSURE: EMPYREAN INTERNATIONAL, LLC TOP OF POST EL. + 24'-11 1/4"- TOP OF POST EL. + 24'-11 1/4" TO SUPPLY STOCK LENGTHS OF FRAMING MATERIALS (METAL CAP BY BUILDER). BUILDER TO REFFER TO DETAIL "Q/9" IN II 14 14 THE CONSTRUCTION MANUAL. FG FG 111111 11111111 11 Ph I I,an I FG FG FG FG FG FG FG FG FG TOP OF POST EL. + 22'-5 1/4" C11 LIL I I F21 AT BOTTOM OF POSTS SUPPORTING ROOF RAFTERS ATTACH EEWL �, KST-216 STRAP TO MID-DEPTH OF BEAM. CONT1NUE LOAD I J_LII I I 11111 LL11 III I IIII 1111 11 11 1111 11 1111 11 1111 11 1111 11 111 1 1111 PATH CONNECTIONS BY USING ANOTHER KST 216 FROM MID DEPTH OF AM TO POST BELOW. II II II II II H 11 11 IT ll 11 IT 11 FG FG FG FG I wil I I 1 2 TYPICAL 1-1-IM24TYPICAL 1 111111 1111 FG FG TOP OF SUBFLOOR EL. + 18-0 3/4" —-—-—-—-- — 1.1011 Ull ffilmill, ml 11 HIT 11 HIT 11 111 111 IL_ TOP OF SUBFLOOR EL. + 18'-0 3/4" ATTACH KST-216 STRAP FROM BOTTOM OF POSTS TO ---------- ------------- ------- j------- ----------- -------------- ------------------------------------------------ - MID-DEPTH OF RIM. E-------------------- --- T'WrX 02'r-k_EA 5-E V------ ---------- ---31-/8 X-1 2-" -HEADER I L 31/8"X12" HEADER L---%_"X12"_H_EA_DER --- 3Y8"X12" HEADER--------- --------------------------------------- `4 LAP SHEATHING FROM UPPER LEVEL WALL PANELS DOWN A K ONTO BEAM A MINIMUM OF 4". JL ff" -italLULLID FG FG; FG FG FG FG FG MAHOG. SL. FG co TEMP. LAP SHEATHING FROM LOWER LEVEL WALLS DOWN ONTO RIM A MINIMUM OF 4". I 11LA _LLULLLLtLfl__L 1 ILL FG FG 21 TYPICAL _Ljj_LjLLLLl L TOP OF SUBFLOOR EL. + 8'-10 1/2"— 144-1 - 4411 TOP OF SUBFLOOR EL. + 8'-10 1/2" I LaIdUltUd 1� i� 11 It it 11 11 1111 11 11 it 11 1111 11 11 11 11 1 11 it T 11 11 IT 11 if I 1 11 11 11 11 1 1 11 1111 11 Ill 11 11 Ill 111111 111TH 111TH 1111 11 Hill it I Ill 11 111111111 1 1111 Ill it 11 11 1 Ill [lilt 11 1 1 1 1 1 11 Ill 11 11111 11111 141 -------------T _1 F _1 00 1 1 L J 00 TOP OF SLAB EL. 0'-0" I I I I I I I TOP OF SLAB EL. 0'-101" —-—-—-—-—-—------------------ - - - - -—-—-—- —-—-—-—-— _r--—-—-—-— —-—-—-—-—-—-—-—-—-—-—-—-—-—-----:r--—-—-—-—- — — — — — --t- -F -------------- T----------�j-------------------------------------- T----------7 ----------------------- L-------------------L-----------------L----------L---------------------------------------- ----------L---------------------------J REAR ELEVATION, 14 FG TOP OF POST EL. + 24'-11 1/4" FG FG L FG 4Y 4 a)(4 ——————————— TOP OF POST EL. + 22'-5 1/4" C) L I ('611AYO C-4 EEW 74 e 11 1111t [ Hit Ill "It -JLLUI I I I I ILI, FG LALA TOP OF SUBFLOOR EL. + 18'-0 3/4" 2 TYPICALit 11 L H Hit 11 �\ �\ ; ; �, DECK HOUSE FG I I / ��\� Natural livingaces W MAHOG. SL. TEMP. COPYRIGHT By EMPYREAN INTERNATIONAL,L.L.C. GL. DR. 930 MAIN STREET,ACTON,MASS.01720 04 STUD -1 IN P 800-727-3325 www.Empyreanint.com These plans may not be used in any way without written permission from the copyright owner. EDWARD C. "TOBY" LENK i - - iLILI WHEELER ROAD, TOP OF SUBFLOOR EL. + ' " _j 111111 11111111 j ----------8-10 1/2 ------ --------- TYPICAL IL MARSTONS MILLS, MA 02648 IM111115�111111 141 F4-1 REAR & LEFT ELEVATIONS "APA NARROW WALL" BRACING PANELS I------- 1/4 =1 00 --------------- F -------------- --------------- -- 00 DATE: AR 2/14/08 LZ WD 5/15/08 LZ TOP OF SLAB EL. 0'-10" WD 5/29/08 LZ ------------ ---------------- -- - - - - - ----- ---- F-r - - - - - - - -------- T_ T--- CONSTRUCTION DRAWINGS: I ------------------------ --------------------------------L---------- ------ CUSTOM LEFT ELEVATION, JOB NO. PAGE NO. 9839 i 1 NOTES: ITEMS INDICATED WITH "BY BUILDER" ARE NOT PRICED OR INCLUDED IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. IT IS THE CLIENT AND CONTRACTORS RESPONSIBILITY TO ACQUAINT THEMSELVES WITH THESE ITEMS AND COME TO A CONTRACTUAL AGREEMENT. ® STEPS TO GRADE AS REQUIRED PER SITE CONDITIONS. ALL DETAILS, MATERIALS AND LABOR BY BUILDER. (MAX. 7 3/4" RISER, MIN. 10" TREAD.) 01 I I 14 EMPYREAN INTERNATIONAL, LLC TO SUPPLY LOOSE FLASHING. BUILDER TO INSTALL AS REQUIRED. TOP OF POST EL. + 23'-8 1/4" TOP OF POST EL. + 22'-5 1/4" 1 I I -— PuLLLILLLL TOP OF POST EL. + 21'-9 3/4"- - N LLLLLIL — N BATH-4 I I BATH-4 ro TOP OF SUBF_LOOR EL. + 18'-0 3/4" I I TOP OF SUBFLOOR EL. + 18'-0 3/4" 1 x3 CEDAR ————— - 5/4"06 1/2" CEDAR — 2X10—— ———_ 2 2X10 IILjW JLLLI N i i PANTRY PANTRY Ll IT II TOP OF SUBFLOOR EL. + 8-10 1/2" I I I I \\ _ _ - _ LLLL 9-8x7-0 OVERHEAD \ / 9-8x7-0 OVERHEAD \ 1 TOP OF GARAGE SLAB HP. EL. +7'-11 1/2" P.T. 2X10 GARAGE DR. BY BUILDER / GARAGE DR. BY BUILDER \ LP. EL. +7'-9 1/2" ® I I 4 CONCRETE APRON AS PER GRADE BY BUILDER f f I I I I I I N I rL--------------------------------------------- ----------------- BASEMENT BASEMENT L--J -----------------L--------- -------------------------�J, I i i TOP OF SLAB EL. 0'-0" I I TOP OF SLAB EL. 0'-0" - f-- -�- - - - - - - -----T — L----- 1 -- HIDDEN ELEVATION rf' 14 I 12 I ( 7 1/2 I I TOP OF POST EL. + 24'-11-1/4" LOFT i i LOFT ; 4 kik I I TOP OF POST EL + 21=9 3/4 �. �< r et CD L LA FIG FIG FIG i i MASTER BATH-2 MASTER BATH-2-1 L � :; a` AV I I TOP OF SUBFLOOR EL. + 18'-0 3/4" TOP OF SUBFLOOR EL. + 18'-0 3/4" � � --� r - ;------ - - - - -- --- - �C -- 5"X111/4 5"X111/4' HEADER IIA DECK HOUSE 2X6 WALL \ �/1� Natural living Spaces I I _ FG MAHOG. SL. ©COPYRIGHT BY EMPYREAN INTERNATIONAL,L.L.C. TEMP. GL. DR. ( I / 930 MAIN STREET,ACTON,MASS.01720 `i' / 800-727-3325 www.Empyreanint.com c MUD ENTRY MUD ENTRY These plans may not be used in any way without written permission from the copyright owner. STUDY i i STUDY EDWARD C. "TOBY" LENK FIG WHEELER ROAD, TEMP. I I - TOP OF SUBFLOOR EL + 8'-10 1/2" MARSTONS MILLS, MA 02648 LH 4 1 � CRAWL SPACE I CRAWL SPACE HIDDEN ELEVATIONS I I I I I I II I f —---------------BASEMENT BASEMENT r _ DATE: DO I i i I I I AR 2/14/08 LZ I I I i WD 5/15/08 LZ I ! I I TOP OF SLAB EL. 0'-0" I I WD 5 29 08 LZ --------------------------- —�—I — — — — — -- -------------------------------- --- � CONSTRUCTION DRAWINGS: L——————————————————————————— ----------------------------------� CUSTOM HIDDEN 3 ELEVATION, ri 5 HIDDEN ELEVATION, K`6 HIDDEN ELEVATION JOB N0. PAGE N0. � 9839 7 ' ,i NOTES: 16 ITEMS INDICATED WITH "BY BUILDER" ARE NOT PRICED OR INCLUDED IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. IT IS THE CLIENT AND CONTRACTORS RESPONSIBILITY TO ACQUAINT THEMSELVES WITH THESE ITEMS AND COME TO A CONTRACTUAL AGREEMENT. 1❑ BALCONY DECK INSTALLATION OF A MEANS OF EGRESS WITHOUT A DECK I REPRESENTS A HAZARDOUS CONDITION. IT IS THE I I 14 RESPONSIBILITY OF THE OWNER / BUILDER TO ENSURE THE CONSTRUCTION OF A DECK AT THIS LOCATION BEFORE THE I OCCUPANCY OF THIS RESIDENCE. i F STEPS TO GRADE (NOT SHOWN) AS REQUIRED PER SITE l CONDITIONS. ALL DETAILS, MATERIALS AND LABOR BY BUILDER. I I TOP OF—POST EL. + 24'-11 1/4" — (MAX. 7 3/4" RISER, MIN. 10" TREAD.) I ( 14 EMPYREAN INTERNATIONAL, LLC TO SUPPLY LOOSE FLASHING. BUILDER TO INSTALL AS REQUIRED. I I 16 WOOD FRAME ENCLOSURE: EMPYREAN INTERNATIONAL, LLC BEDROOM-4 j j BEDROOM-4 TO SUPPLY STOCK LENGTHS OF FRAMING MATERIALS (METAL CAP BY BUILDER). BUILDER TO REFFER TO DETAIL "Q/9" IN FG FG FG THE CONSTRUCTION MANUAL. I I TOP OF SUBFLOOR EL. + 18'-0 3/4" I I r — — — — — — — 5 X11t/4" HEADER 5 X111/4 . 3t/s X12 FG I 2x6 WALL MAHOG. SL. - \ DINING DINING GL. DR. TEMP. \\ N \ Ll I I I FG i I I TEMP. TOP OF SUBFLOOR EL. + 8'-10 1/2" 1 — — — — — — I j j I I I I I I I I I I I I I I I IcliI I I I I I BASEMENT i i BASEMENT r L jl l j 00 L�—J L--J L--� L—�j I I I I TOP OF SLAB EL. 0'-0" -- ----------------------�-1 - - - - - - ��-- _--_-_--_--_-_ _- _--_--_-_--_--_-_�� Ly T L-- ----------------------------� L————————— -------------------------� HIDDEN ELEVATION 2 3 HIDDEN ELEVATION 4 HIDDEN ELEVATION 8QV Q s 41 . y NA yy k,t No. 33710 Ce DECK HOUSE Natural living Spaces ©COPYRIGHT BY EMPYREAN INTERNATIONAL,L.L.C. 930 MAIN STREET,ACTON,MASS.01720 800-727-3325 www.Empyreanint.com These plans may not be used in any way without written permission from the copyright owner. EDWARD C. "TOBY" LENK WHEELER ROAD, MARSTONS MILLS, MA 02648 i HIDDEN ELEVATIONS DATE: AR 2/14/08 LZ WD 5/15/08 LZ WD 5/29/08 LZ CONSTRUCTION DRAWINGS: CUSTOM JOB NO. PAGE NO. 9839 I i F G H J 14 µ 14 14 15 NOTES: 78'-3 1/2" (2) 2X10 SILLS ITEMS INDICATED WITH "BY BUILDER" ARE NOT PRICED OR ----- INCLUDED IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. 1 $ IT IS THE CLIENT AND CONTRACTORS RESPONSIBILITY TO TOP OF WALL EL +7'-7 1/2" ACQUAINT THEMSELVES WITH THESE ITEMS AND COME TO A 2 I I CONTRACTUAL AGREEMENT. <. 8'-1 3/4" g'_p" 8'-1 3/4" � s B C D E 21 K L M N P 0 (13 13 13 �` 13 14 (4) 5/8" 0 A.B. n 17 ,� 15 15 1 6 1 6 17 8" POURED CONCRETE FOUNDATION NOTES: SEE -FOOTINGS TO BEAR ON UNDISTURBED SOIL. + 21 + I I I I I I -WALL FOOTINGS AS REQUIRED BY FOUNDATION TYPE, SOIL CONDITION w w AND/OR LOCAL CODES. 10x20 MIN. RECOMMENDED. -j -REINFORCING OR ADDITIONAL ENGINEERING AS REQUIRED BY SITE _ ( CONDITIONS AND/OR LOCAL CODES IS THE RESPONSIBILITY OF THE BUILDER AND/OR OWNER. -INSTALL 5/8' DIA. ANCHOR BOLTS @ 48 WHERE SHOWN AS: T 00 CDo 00 I— + (2) 2X6 P.T. SILL 44 P.T. SILL 16'-3 1/2" 7'-8 1/2" 24'-3 1/2" 7'-8 1/2" 10'-3 1/2" 12'-0" OR (2) 2X10 P.T. SILL AS PER PLAN 4'-10 1/4" 7_p" 1 3/4" + 4x6 P.T. SILL ON EDGE + (2) 2X4 P.T. SILL 1 1 Le MAXIMUM SPACING OF ANCHOR BOLTS = 4'-0" 21 I 2 - EXPOSED HEIGHT EQUAL TO SILL DIMENSION. EMBED BOLTS A _—_—_— 21 _ MINIMUM OF 0'-8" NO MORE THAN 1'-0" FROM THE END OF 1 8 - BEAM POCKET BEAM POCKET - I I I I ( ) ( ) I @ EL. + T-0" ® EL. + T-0" L——J L——J EACH SILL SECTION, WITH A MIN. OF TWO ANCHOR BOLTS PER TOP OF WALL EL. +7'-7 1/2" N N SILL SECTION. NI-IF41/2" I� - - - - - - - - - - SPECIAL CONDITIONS: 2 TOP OF WALL EL +T-7 4 TOP OF WALLr77 THE BUILDER ASSUMES ALL RESPONSIBILITY FOR PROVIDING ACCESS o FOR DUCT AND PLUMBING CHASES BELOW CONCRETE SLABS AND 00 THROUGH FOUNDATION WALLS AS REQUIRED. IT IS ALSO THE �, CD o RESPONSIBILITY OF THE BUILDER TO PROVIDE OPENINGS IN \_ M LO c 14 ^ 15 THE FOUNDATION FOR WINDOWS, DOORS AND BULKHEADS NOT SUPPLIED BY DECK HOUSE, LLC.. THE BUILDER WILL PROVIDE - + __ ADEQUATE LIGHT AND VENTILATION FOR BASEMENTS AND/OR + TOP OF 4" SLAB EL. 0'-0" ,\O o CRAWL SPACES AS REQUIRED BY LOCAL CODES. M TOP OF (12) FOOTING EL. -(0'-4") - 00 0 BOTTOM OF (12) FOOTING EL. -(1'-4") ' \' Q L d Q T o o 14 ALL INTERIOR FOOTINGS TO BE A MIN. o I 30 x30 x12 DEEP. TOP OF FOOTING ELEV. CD o 0 AT (-) 4" OR AS INDIVIDUALLY NOTED. N I I O \ 00 00 7 15 ALL EXTERIOR DECK FOUNDATIONS TO BE MINIMUM o ' 12" DIA. ON A 24"x24%12 DEEP FOOTING ON UNDISTRUBED N BEAM POCKET �I BEAM POCKET 4" SOIL. TOP OF 12" DIA. FND. @ EL. 4" ABOVE FINISHED GRADE, ® EL. + 7'-0" I ® EL. + 7'-0" OR AS NOTE. } - - - - - - - - - - - - - - - - - - - - 31 21 THE BUILDER TO PROVIDE FOR ADEQUATE VENTILATION OF 4" , " CRAWL SPACES AS REQUIRED PER CODES. 8'-1 3/4" g'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-p" 10'-1 3/4" TOP OF WALL EL. +7'-7 1/2 LOCATION OF BULKHEAD AND DOOR BY BUILDER 0 ACCESS TO CRAWL SPACES AS PER CODES, NOT IN BUILDER TO DETERMINE TOP OF WALL REQ'D OPENING IN FOUNDATION EMPYREAN INTERNATIONAL, LLC CONTRACT: EL. - (0'-3 1/2") M � I \ \ I I 21 a o o J 21�T T T 0 d 00 N _ CV 00 �„ + 1 1 O1 d ,\� v + TOP OF WALL EL. ``' TOP OF WALL EL. +7'-7 1/2" T TOP OF WALL EL. +7'-7 1/2" ACCESS �, TOP OF WALL EL. _ DETERMINED FBY BUILDER DETERMINED BY BUILDER BY BUILDER 00 TOP OF WALL EL. +7'-7 1/2" TOP OF WALL EL. +7'-7 1/2" I I N N - - -x 4 141 ------^, 5 19 2,_0"r ;� r- I 19 21 I � 6 _ 1 21 TOP OF WALL EL +7'-7 1/2" � w 21 i 6 J Q J 19 I 0 0 2 4'-0" 9'-81/2" 0 0 21 INV,, ' S-0" 10'-3 1/2" 7'-0" 4'-0" 7. - - - ------ 9 5 21 8 0 > �_a Lr " 1 " " 19 �f K,"AN5�AYO 1 3/4" 2-0 8'-0" 2'-0 1 3/4 TOP OF WALL EL. +7'-7 1/2" OD _A 1 tak 1 16'-0" 14'-0" 12'-3 1/2" 14'-0" M 6'-81/2" � t nt7 , TOP OF FOOTING EL. +7-7 1/2 - - 9:;,. - 63'-0" BOTTOM OF FOOTING EL. +6'-7 1/2" ------ 20-7- OL 12'-13/4" 1 12'-1 3/4- , DECK HOUSE Natural living Spaces ©COPYRIGHT By EMPYREAN INTERNATIONAL,L.L.C. 930 MAIN STREET,ACTON,MASS.01720 o 800-727-3325 www.Empyreanint.com CY I These plans may not be used in any way without written permission from the oopyri ht owner. J + w EDWARD C. "TOW LENK z J 10 WHEELER ROAD, FOUNDATION PLAN TOP OF GARAGE SLAB ------ MARSTONS MILLS, MA 02648 HP. EL. +7'-11 1/2" U 2 0 LP. EL. +7'-9 1/2" o LOCD d 00 , + FOUNDATION PLAN O J N J PITCH SLAB 2" FOR DRAINAGE o DATE: 12 1 1$ WD 5/15/08 LZ 21 ------ WD 5/29/08 LZ 0 20 ; ; N W \ bf (Y— rn J CONSTRUCTION DRAWINGS: m 0 z 12'-4 3/4" 11'-10 3/4" CUSTOM -� 5 12 f 21 JOB NO. PAGE NO. TOP OF WALL EL. +7'-7 1/2" TOP OF WALL EL. +11'-7 1/2-1 12 9839 20 24'-3 1/2" F G NOTES: 14 14 78'-3 1/2" 21 ITEMS INDICATED WITH "BY BUILDER" ARE NOT PRICED OR INCLUDED IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. IT 2X12 RIM IS THE CLIENT AND CONTRACTORS RESPONSIBILITY TO ACQUAINT THEMSELVES WITH THESE ITEMS AND COME TO A _r 18CONTRACTUAL AGREEMENT. r2 n D W P MITEK POSISTRUT FLOOR SYSTEM WITH 15 - TONGUE & GROOVE PLYWOOD 3/4 13 13 1 15 16 16 11 1 1. INSTALL JOISTS 19.2" ON CENTER UNLESS NOTED. 2. LABEL DESIGNATION ON PLAN INDICATES DESIGN TYPE T AND QUANTITY. rA 3. JOISTS ARE OFTEN NOT SYMMETRICAL. JOISTS ARE MARKED W/ CD CN TYPE DESIGNATION AT ONE END. INSTALL MARKED END OF _C0 22 >< >< JOIST CLOSEST TO LABEL DESIGNATION ON PLAN. CD CN C14 _00 4. REFER TO SHOP DRAWINGS FOR TRUSS DESIGN. cn C� 5. ENGINEERING CERTIFICATE WITH SITE STATE REGISTRATION HELD ON FILE. COPIES WILL BE FORWARDED ON REQUEST. 6. INSTALL 2x6 STRONGBACK BRIDGING WHERE SHOWN ON DRAWINGS AND AS DETAILED. IMPORTANT! SLIDE STRONGBACKS 16'-3 1/2- 7'-8 1/2- 24'-ST 1/2 INTO WEB SPACES AS JOISTS ARE INSTALLED AND BEFORE 7'-8 1/2- 10'-3 1/2- 12'-0" A F111 tA CLOSING IN ENDS OF FLOOR SYSTEM. y 7. BOTTOM OF JOISTS BRACED BY A DRYWALL CEILING OR 21 2x4'S @ 10'-0" O.C. 8. STRAP CEILINGS TO BE SHEETROCKED WITH 1x3 (SEE OPTIONS) r 2X12 RIM 2X12 RIM �4 R, 22 >< CD A CN J 9. FIREBLOCK AT GIRDERS AS REQUIRED BY LOCAL CODES. CN _j 10. 3/4- TONGUE & GROOVE PLYWOOD SHEATHING HAS A 32" O.C. _j 2X1 HIM 5 41OV2" 1AM. ---AM 2X1 2 RIM DT -N. SPAN RATING. APPLY CONTINUOUS LINE OF GLUE ON JOISTS AND FASTEN WITH 6D RING SHANK NAILS. nk CD F1 I V`A T I n, rB Irc \1 >< 0), CN 8 OF FINISH FLOOR. UNDERLAYMENT & FINISH FLOORS ARE NOT 18 PROVIDED BY DECK HOUSE, LLC. (14 4, O co (X) INDICATES POINT LOAD FROM ABOVE q 17 17 OR )INDICATES POINT SUPPORT FROM BELOW 22 04 22 CD (1-0 INDICATES STEEL JOIST HANGER Cn T_ C� 22 _j DO -4- 7- T q (D T� CN 3i� 17 >< C14 9- LO F17] EMPYREAN INTERNATIONAL, LC. TO SUPPLY STOCK LENGTHS OF 2x12'S FOR SOLID BLOCKING AT POINT LOADS. BUILDER TO SITE CUT AND INSTALL AS PER PLAN. �4 4 2 2 22 i FA L BE 0IF 1/2" kM. B \M C Y2" L, 1364 5"X1 W L� A. 2X12 ]VI T1_T 11 3/8-' 6 9/16' FL$OR TR SES @ 19.2" C. rH �I kr _j r2 T11 2221 U C4 DBL. 2X12 22 4 F_ 4 22 -A aO _O j __j N tl 22 7 C4 F 10 A 00 CD G a Fl-71 G 8 6 C14 >< a. NA rE C4 _3 rF -7- 4' 8'-4" 2X12 RIM I 2X1 2 IR M L 1, - 2X12 RIM LINE OF WALL BELOW _j F__ -4X6 BELOW CONTINUOUS SILL PLATES. SUPPORT 4X6 W/ 4X4 P.T. POSTS @ END. c> E6 2X12 RIM 2X12 RIM C� CN _j_ ;<- A j ;< (Ij 7 C4 C"14 C) 21 6 7 22 co cn 2 12 RI C3 C3 II IICD z 11 ZL z I Z_ z C) P.T. 2X10 LEDG1R ;7< >< C4 C14 P.T. )X8'S @ 16" O.0 0 r2 N 7! ri_0 ^7 3 1/2' 2' 2 V1 L_____ _j KANAYO \N& DBL. P.T. 2X10 j —---————————————— 8%1 2-X 8- —— -——--————————— F_ to 2X8'� @ 11" 2X8 DECK HOUSE 8'-0" 5'-0- q_V Natural living Spaces 0. 1 12'-3 1/2- 9'-8 1/2" 10'-3 1/2- 16- 14'-0" 14'-0" 2'-0- COPYRIGHT By EMPYREAN INTERNATIONAL,L.L.C. 7r Ir 7r 930 MAIN STREET,ACTON,MASS.01720 1 78'-3 1/2" 800-727-3325 www.Empyreanint.com These plans may not be used in anyway without written permission from the copyright owner. 1 3'-8 1/8- 1 EDWARD C. "TOBY" LENK WHEELER ROAD, 2X12 MARSTONS MILLS, MA 02648 ENTRY LEVEL FLOOR FRAMING PLAN _-- -- 20 ENTRY LEVEL FLOOR FRAMING PLAN X C'4 C14 II II C14 DATE: WD 5/15/08 LZ A r WD 5/29/08 LZ 2X1 2 S-8 1/8' 1 1 1 1 20 CONSTRUCTION DRAWINGS: DING-2 I I OF SUBFLOOR EL. 4'-5 1/8") C U S T O M JOB NO. PAGE NO. II I L 9839 10 L--------------------------------------J �2 JO A N 3 P �Q i 14 14 14 NOTES: 78'-3 1/2" 3t/8"X12" HEADER i 3t/8"X12" HEADER i 3t/8"X12" HEADER I ITEMS INDICATED WITH "BY BUILDER" ARE NOT PRICED OR INCLUDED IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. IT m � q 8 IS THE CLIENT AND CONTRACTORS RESPONSIBILITY TO ACQUAINT THEMSELVES WITH THESE ITEMS AND COME TO A _ = CONTRACTUAL AGREEMENT. = = A B C D E x 22 x K L M N P 13 `5 13 13 13 14 �' L' 15 15 16 16 17 17 MITEK POSISTRUT FLOOR SYSTEM WITH 3/4 TONGUE & GROOVE PLYWOOD 22 22 1. INSTALL JOISTS 19.2" ON CENTER UNLESS NOTED. w w 2. LABEL DESIGNATION ON PLAN INDICATES DESIGN TYPE CDI I I I I = I I I I I I AND QUANTITY. 5 t9 \ \ 3. JOISTS ARE OFTEN NOT SYMMETRICAL. JOISTS ARE MARKED W/ TYPE DESIGNATION AT ONE END. INSTALL MARKED END OF X X JOIST CLOSEST TO LABEL DESIGNATION ON PLAN. "' 4. REFER TO SHOP DRAWINGS FOR TRUSS DESIGN. 5. ENGINEERING CERTIFICATE WITH SITE STATE REGISTRATION HELD ON FILE. COPIES WILL BE FORWARDED ON REQUEST. 24'-5 1/2" 23'-4 1/2" 30'-5 1/2" 6. INSTALL 2x6 STRONGBACK BRIDGING WHERE SHOWN ON DRAWINGS AND AS DETAILED. IMPORTANT! SLIDE STRONGBACKS 5 6 I I I I 6 5 INTO WEB SPACES AS JOISTS ARE INSTALLED AND BEFORE 22 22 1 7'-6 1/2" 8'-3 1/2" 7'-6 1/2" 1 W8,-2n 22 T-1 3/4" 3'-1 3/4" 12'-0" 22 CLOSING IN ENDS OF FLOOR SYSTEM. 3Y8"X12" HEADER (TOP CHORD BEARING) 3t/8"X12" HEADER (TOP CHORD BEARING) 7. BOTTOM OF JOISTS BRACED BY A DRYWALL CEILING OR 2 2x4'S @ 10'-0" O.C. 8. STRAP CEILINGS TO BE SHEETROCKED WITH 1x3 SEE OPTIONS I I 1 s1 I I I I 9. FIREBLOCK AT GIRDERS AS REQUIRED BY LOCAL CODES. n n 3 4 TONGUE & GROOVE PLYWOOD SHEATHING HAS A 32 O.C. 10. .j / 15 9 *I 9 M O 3 � `L M y� SPAN RATING. APPLY CONTINUOUS LINE OF GLUE ON JOISTS 6 .h I l - I 1 1 0 AN ti I FASTEN 3 22 D AS EN W ITH 6D RING SHANK NAILS. I i 1 0 13 I 0 1 18 N =; N ` I 22 O 'I 11. NEED FOR ADDITIONAL UNDERLAYMENT IS DEPENDENT ON TYPE r 1 F 1 14 o ' 1 OF FINISH FLOOR. UNDERLAYMENT & FINISH FLOORS ARE NOT s J 9 22 fI 1 PROVIDED BY DECK P HOUSE, LLC.P :d 1 1 z I w 1 1 — I 0 ay J �r 0 22 22 I k J \ I INDICATES POINT LOAD FROM ABOVE X1 o L E M DBL 2 2 J C X I 1 y INDICATES POINT SUPPORT FROM BELOW I =� M I IN T N D EEL JOIST HANGER _ 1 <nto ' M:. S I �x - DILATES S R R _ X i I I k 6 1 'I� X N 1 i 1� CD I I I I m 17 - I _ u N 0 I I I 5: 00 k 1' 4 1 8" 1' 8 15 16" _ I / FL R SES 19.2" C. k' 17 EMPYREAN INTERNATIONAL L C. T U Y TO N I L 0 S PPL S CK LE GTHS 4 4 , I 0F 2x1 2 S FOR SOLD BLOCKING AT POINT LOADS. _ I 22 1 1 BUILDER TO SITE E CUT AND INSTALL AS PER PLAN. 22 5 3h AM. AM ;? 3/8 12 z 2X12 �M 10 Q q N 'F9 x r9 X � \ J f— W W k J r J N LO m \ al o I 6 M - - z 0 T - 1 1 Q 5 N i o 22 22 _ - o m a o A 1 DBL. 2X12 1 1 1 I - — M 22 N 22 W N 22 15 / 1 \ CDDBL. 2X12 — — — — _—_ 22 _ o- 3 N _ I J 22 _ / N N (L N N N 15 X I 22 N p� N N N 0 J I / d: I 16 00 ; U V W X J X J Z W V AA V 22 1 4 1 1 0 / I o 1 0 0 8 2 3 2 17 9 / f _ 00 1 n (V [1WX BE iA 2X12 RIM �/2, . 18'-4" T-8 1/2" 17 '. 16'— '1/2" X12 RIM �I 2 2x12 W/ 1/z"PLYWOOD x / / I ,> n n o (2) 2x10 gg 2X12 RI O / (2) 2x12 W/ 1/2 PLYWOOD 31/8 X131/z LAM. BEAM C, 4 6 5 _ 2 2 o 2X1 IRIM _ I 2X12 RIM 1 g 8 22 22 — 1 9 (2) 2x12 / ,�, I M 1 (2) 2x12 (TOP OF SUBFLOOR EL. 17'-4 7/8") 8'-0" 8'-0" ! / 14'-0" I 12'-3 1/2" I 14-0 9-8 9'-8 1/2" 1 3 1/ a 'x ft 2_p" 5-2 5/8" 31/8"X12" LAM. HEA ER ' 22 8 ------ 6..: N "' t 2X12 1 J �_ X — — O j X00 -I N F-- N N cV I / / 0 2X10 LED ER o 1 M N 2X12 CaD 1 rn N 2X10 ® 6" O N o ;, 22 o N M 3'-0" 22 / 2X12 / ^7 /3'-8 1/8" / - 17 —-—-—- / P.T. 2X10 I / p { / 2X12 / jZ DBL. 2412 ------ 8 '"� ;` 13 21 " " " E.r°,f ryes6r:�a N 0 31/8 X1 BEAM _ DBL 2X12 W/ 1 12 P'LY CTR STRIP / 1 9 '( I ' fLA A / / N 00 22 ai cv�N N N 16'-0" N N '-3.1/Z" o "' DBL. 2X12 UPPER LEVEL FLOOR FRAMING PLAN v ,zX� 2 PLY 1 1 1 20 ..C14 DECK HOUSE Natural living Spaces ©COPYRIGHT BY EMPYREAN INTERNATIONAL,L.L.C. 2X12 Q I 2 930 MAIN STREET,ACTON,MASS.01720 777-777-7 3'-21/8" 22 I I 22 800-727-3325 www.Empyreanint.com Q These plans may not be used in any way without written permission from the copyright owner. W 1 co (TOP OF SUBFLOOR EL. 13'-9 1/8") EDWARD G. �TOBI�" LENK Q N IUNDING— ' ------ 10 WHEELER ROAD, _ � I I MARSTONS MILLS, MA 02648 1 x 1 20 � W N 22 22 1 22 N 1 UPPER LEVEL FLOOR FRAMING PLAN �. _ LO1/4 =1 -0 1 1 I DATE: 112'-1 3/4" 12'-1 3/4" 1 I WD 5/15/08 LZ 1n 1. WD 5/29/08 LZ ------ 2 0 1 CONSTRUCTION DRAWINGS: � N I 22 I JOB NO. PAGE NO. co :e - - -- 9839 DBL 2X12 20 24'-3 1/2- i G H JNOTES: 14 14 14 1 24 78'-3 1/2- T r--- ------------ -----T ----------- Fff==� ITEMS INDICATED WITH "BY BUILDER" ARE NOT PRICED OR INCLUDED IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. � IT IS THE CLIENT AND CONTRACTORS RESPONSIBILITY TO U8 ACQUAINT THEMSELVES WITH THESE ITEMS AND COME TO A 5 CONTRACTUAL AGREEMENT. d K N1 III 1 1 �24 Ff C F 3 k/I C) P I E24)SIM. rTV-T� I I - 14 1-- 1 1 1 - 15 15 16 I t I F11 C-10" STEEL RIDGE PLATE ABOVE DECKING. BUILDER TO ATTACH WITH #14 PAN HEAD SCREWS PROVIDED. I DECK SPAN DECK SPAN 5'-0" STEEL VALLEY PLATE ABOVE DECKING. BUILDER TO =j (USE ALL 16' LENGTH) ATTACH WITH #14 PAN HEAD SCREWS PROVIDED. CD (USE ALL 16' LENGTH) I 0:� CD =D =D -I 0- III! 24'-3 1/2- fl- 24'-0" 30'-0" 19 1.5"X1.5"X6' STEEL ANGLE ABOVE DECKING. BUILDER TO 0. C 81-0. C-4 3/4"1 3/4" 4'-0' 4'-0" 4'-0" 1/ 4'-0- 8'- 8'-0- 8'-0- 8'-0" 7'-0- 8'-0" 7'-0- ATTACH WITH #14 PAN HEAD SCREWS PROVIDED. Ilk Ilk 42 F1-1 I INDICATES POINT SUPPORT FROM BELOW CD rl�2 12 LINE OF ROOF DECKING-,,, x -jII I I L-, ------------ ---- ------ --- -- T- U-) LO r-------- t + + 41. -LL A----1— - - ------- ---- --------- -U-- --- ----------- --- 31/a"x101/2y' 31/8 x 10 1/2" 1 1 1 �i� / /`-T�6 1 -C 2 r5-'� CD QV 23 0 All, + "s Q SL C) -71 1 AWx101/2,/ �yb"xl 01/2" ^, 3 01-� LLj �8 10 \ 2 17 Uj U- F- Elf C) 23 U- LL, rl 2 Uj Cy- fy- t6A U- Uj U-1 LLJ LLj C14 LLJ -C-4 Of q3) Of 0:: cr_ O:f 0:� 2 _x F- I F- C14 L� L- L� LL, LLJ I < x ftf Of ck� [if ft� Of Cy- r rl 21 3 WA 31/2 PURVIN C�j C14 cl-A co �2 I- ! - I _x -AK x W/c STRP x x =X =X I 42 --T 42 I I ' M 23 � 23 j ' 23 23 Ij --T 5%19 1/2" RIDGE B 5%16 2" RIDGb,BEAM BEAM 4- -------------- CN co r8 3'-0" 5-0" 5-0- 2'-0"� C14 �k23 f1i I - \, 23 24'-1 3/4" —23'-0" 15-1 3/4" Sim. fy_ W Uj 0 Uj Ld cr_ Uj W cy- I 1w, Of < < II cn CD F-- Ckf Of Of ck� < fe- Q:� cr_ < Of C4 -C-4 — I Of Uj -X =X �x X x -X 9 X -XI ro r") r4-) I r10 cli --T ri 0 ro of of 7 Ix Of T 23 -1 ,��l C14 C14 3N"xl 3�2 R -x -x x PU �r -T ]W/CM STRA, r X/\ > < 13 j 23 19 j j I //// I \\ 12 / C:) 04 12 1 -- CC) ---------- --------- 112 —————- 23 4 -————-- CD I <-C-4 ------ 31A"xl 01/2 EjrJ — ---------- 31/8 X 10 1/2 fig- ----------- ---------/ 31/8"x12" RAF-TER 31/8"x12" RAFTER < C:) -C, '(D L- - ----------- ------------ --- �3 12 11 1 �12 -�dI it- Of I II C111 11 31/8 x12" RAFTER 31W02" RAFTER 6 J 00 �2 CO -1 _x 00 00 F- L Al--------- ---------L- j I 9'-8 1/2- 1�! 5-1 3/4" 11 5'--1 3/4" 3,-jo- I 11� 3Y8"x10V2" 31/8"x10Y2" 11 ^, 7 ----------- ----- n,,-FLAT ROOFI BELOW 'A ————————————— r K"UN", 11 3/4- 11 3/4" 1 3/4-1 8 I ------ 'XI 31/8"x12" RAFTER i LAL -70 31/8"xl 2" RAFTER 11 3/4" 8'-0- 8'-0- 8'-0n 6'-0- 6'-0- 6'-0- 6'-0' 8'-0- 1 44' e�. 1 2 04 2 1 14'-0" 6'-8 1/2" 16'-0" 12'-3 1/2- 14'-0" `� _ 31/8"x12" RAFTER 31/8"x12" RAFTER /^9 12'-1 3/4" 12'-1 3/4" 63'-0" �O DECK HOUSE Natural lhdrig Spaces ( � I i I ` ©COPYRIGHT By EMPYREAN INTERNATIONAL,L.L.C. 930 MAIN STREET,ACTON,MASS.01720 C 800-727-3325 www.Empyreanint.com 00 These plans may not be used in any way without written permission from the copyright owner. 1 4 i i i EDWARD C. "TOBY" LENK U23 /-qv WHEELER ROAD, 3%%12" RAFTER 31/8"x12" RAFTER 10 MARSTONS MILLS, MA 02648 ----- -- ---- - 0 ROOF FRAMING PLAN 00 00 CN <C L'i 11 CD CD I/r=1 0 00 DATE: _x' 1 i WD 5/15/08 LZ 3Y8"x12" RAFTER 3W'x12" RAFTER WD 5/29/08 LZ 10 CONSTRUCTION DRAWINGS: 1 it II CD C3 1 1 CUSTOM -I 23 II 00 JOB NO. PAGE NO. ROOF FRAMING PLAN UU 3Y8"x12" RAFTER 31/8"x12" RAFTER ----- -- ------ -- 1^2 # 9839 12 4=+4 416- �20) ----------------------- ----------- 3 4 F 26'-3 1/2- 26'-3 1/2- 12'-1 3/4" 14'-1 3/4" 12'-1 3/4" 14'-1 3/4" NOTES: 4'-0" 8,-0" 1 I 1 3/4" Ilk ITEMS INDICATED WITH "BY BUILDER" ARE NOT PRICED OR INCLUDED 5"x161/z" 5"xl61/2" IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. IT IS THE CLIENT - RIDGE BEAM RIDGE BEAM AND CONTRACTORS RESPONSIBILITY TO ACQUAINT THEMSELVES WITH I � THESE ITEMS AND COME TO A CONTRACTUAL AGREEMENT. I SECTION NOTES: 12 — 7 1/2 IN 12 ROOF PITCH Fz 12 P k72 Q 7 1/2 ,5�10�� Q 7 1/2 — 5t/2" RIGID ROOF INSULATION: UNVENTED 44 44 44 44 �gFTFR 3t/a"x10t/2" RAFTER — 3 1/8"X12" BEAMS TYPICAL OR AS NOTED — 44 POSTS TYPICAL OR AS NOTED TOP OF POST EL. + 22'-5 1 4" t _ — UPPER LEVEL FLOOR: WEB JOIST SYSTEM 11 1/4" DEEP _ _ _ _ _ / _ 3/2 x5 TOP OF POST EL. + 22 3 1/2" POST — — — — — — — ENTRY LEVEL FLOOR: WEB JOIST SYSTEM 11 1/4" DEEP I �jTOP OF POST EL. + 21'-2 1/4" , N , — — — — — — — 8 POURED CONCRETE FOUNDATION 3 1/2" 5—1 1/2- 2'-8 3/4' 4'-0" 4'-0" 2'-8 3/4" 7'-1 1/2" 3 1 2 _ N 3 1/2" 15-10 1/4" 5-5 1/4" 4'-8 1/2" — ALL SECTIONS TAKEN AT OF BEAM TOP OF SUBFLOOR EL. + 18'-0 3/4" TOP OF SUBFLOOR EL. + 18'-0 3/4" TOP OF SUBFLOOR EL. + 18'-0 3/4" DBL. 2X12 3t/2"x12" HEADER III III III 3t/2%12" HEADER 3Y2"x12" HEADER III Ill III 5"xl 3Y2" 5"x13t/2" III III III LAM. BEAM LAM. BEAM III III III Ip H!_DBL. STUD-41 N III IIIIN WALL PANELIII 3Y2"x5„ N N III III BELOW POST 111 POST o 3 1/2" 15'-10 1/4" 10'-1 3/4" 31/2' III 11115-101/4" 111 III 9'-101/4" '[3 1/2" III III III III III III TOP OF SUBFLOOR EL. + 8'-10 1/2" Ill III Ill TOP OF SUBFLOOR EL. + 8'-10 1/2" TOP OF SUBFLOOR EL. + 8'-10 1/2" — — — — — — DBL. 2X12 (2) P.T. 2X6 SILL 4'-3 1/2" (2) P.T. 2X6 SILL (2) P.T. 2X6 SILL (2) P.T. 2X6 SILL 5"xl 01/2" P.T. 4X4 SILL LAM. BEAM 4 16'-1 3/4" 1 10'-1 3/4" i 4'-8" i 00 00 00 TOP OF SLAB EL. 0'-0" TOP OF SLAB EL. 0'-0" TOP OF SLAB EL. 0'-0" 4" SLAB �ASECTION S E C T IO N 1 3) \,_1 3 26'-3 1/2- 26'-3 1/2" 8'-1 3/4" 4'-0" 14'-1 3/4" 12'-1 3/4" 14'-1 3/4" Ilk -71 4'-0" 8'-0" 1 3/4" " " I 5"x16t/2" RIDGE BEAM 5 xG RIDGE BEAM � E 3t/a"xl31/2" PURLIN W/CANT STRAP I , 3t/e"x13Y2" RIDGE BEAM , F�F,� �P 12 � 12 7 1/2 5�1a�`�IT Q 7 1/2 31/a"x1OV2" RAFTER TOP OF POST EL. + 22'-3 1/2" TOP OF POST EL. + 21'-2 1/4" ILI 3 1/2" 15-10 1/4" 5-5 1/4- 4'-5" 3 1/2- \ , I TOP OF SUBFLOOR EL. + 18'-0 3/4 "' TOP OF SUBFLOOR EL. + 18—0 3/4 TOP OF SUBFLOOR EL. + 18'-0 3/4" �� h V - - - - - - - - - - - - - - - - �� DECK HOUSE„ Natural living Spaces 3t/2%12" HEADER 31/2"x12" HEADER ©COPYRIGHT BY EMPYREAN INTERNATIONAL,L.L.C. 5"xl 31/2" 5"xl 3Y2" 930 MAIN STREET,ACTON,MASS.01720 LAM. BEAM LAM. BEAM 800-727-3325 www.Empyreanlnt.com These plans may not be used in anyway without written permission from the copyright owner. 16'-13/4" 9'-101/4" 31/2" 1 1 EDWARD C. "TOBY" LENK 31/2" 15-101/4" 10'-1 3/4" WHEELER ROAD, MARSTONS MILLS, MA 02648 TOP OFSUBFLOOR EL. +-8'-10_1/2" — — TOP OF SUBFLOOR EL. + 8'-10 1/2" TOP OFSUBFLOOR EL. +-8'-10 "—1/2 — SECTIONS (2) P.T. 2X6 SILL (2) P.T. 2X6 SILL (2) P.T. 2X6 SILL 5„x10t/2„ 5"x10t/2" (2) P.T. 2X6 SILL 1/4•_1�_0� LAM. BEAM _ _ LAM. BEAM DATE: 16'-1 3/4" 10'-1 3/4" 16'-1 3/4" 10'-1 3/4" WD 5/15/08 LZ 3t/2"0 CONCRETE FILLED aO 00 GO WD 5/29/08 LZ STEEL COLUMN,TYPICAL CONSTRUCTION DRAWINGS: 4" SLAB TOP OF SLAB EL. 0'-0" TOP OF SLAB EL. 0'-0" 4" SLAB TOP OF SLAB EL. 0'-0" _ _ _ _ _ _ CUSTOM JOB NO. PAGE NO. C SECTION K"D SECTION 9839 1 3 13 28'-3 1/2- 44'-3 1/2" " 4'-1 3/4" 16'-1 3/4" 12'-1 3/4 14'-1 3/4" 2'-0" 8'-0" 4'-0" 12'-0" Ilk 5"xl 91/2" 1 5"x191/2" NOTES: ' RIDGE BEAM RIDGE BEAM ITEMS INDICATED WITH "BY BUILDER" ARE NOT PRICED OR INCLUDED IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. IT IS THE CLIENT AND CONTRACTORS RESPONSIBILITY TO ACQUAINT THEMSELVES WITH THESE ITEMS AND COME TO A CONTRACTUAL AGREEMENT. 12 12 12 I PF�F� 7 1/2 7 1/2 �1ti 34- T 7 1/2 SECTION NOTES: 7 1/2 IN 12 ROOF PITCH 0 5t/2" RIGID ROOF INSULATION: UNVENTED TOP OF POST EL. + 24'-11 1/4" — RgFTFR — 3 1/8"X12" BEAMS TYPICAL OR AS NOTED I � — 44 POSTS TYPICAL OR AS NOTED TOP OF POST TOP OF POST — UPPER LEVEL FLOOR: WEB JOIST SYSTEM 11 1/4" DEEP 3f/2"x5" EL. + 22'-5 1/4" EL. + 22'-4 15/16" 3Y2 x12 PURLIN TOP OF POST EL. + 22'-3 1/2" POST 3t/2"x5" -- — — — — — — ENTRY LEVEL FLOOR: WEB JOIST SYSTEM 11 1/4" DEEP POST � i 3 1/2" 11'-10 1/4" 14'-0" 1'-10 1 16'-0" 4'-1 1/4" 7_9" — 8" POURED CONCRETE FOUNDATION To ' 3 1/2" M I ALL SECTIONS TAKEN AT OF BEAM TOP OF SUBFLOOR EL. + 18'-0 3/4" TOP OF SUBFLOOR EL. + 18'-0 3/4" — — — — — —— (2) 2x12 5"x11 t/a" 5"x11 t/a» HEADER —— — — — — 3f/2"x12" HEADER 3t/2"x12" 5"xl3Y2" HEADER 5"xl3W LAM. BEAM LAM. BEAM (6) 31/2„x5„ N POST N 31/2" 1'-101 " 10'-0" 4'-0" 10'-0" 3 1/2- 3 1/2- 3'-10 1/4" 8'-0" , 3'-8 1/2- 2'-0" 14'-0" 4'-1 1/4- 7'-9" 3 1 2" 3 1/2- TOP OF SUBFLOOR EL. + 8'-10 1/2" H1 1� TOP OF SUBFLOOR EL. + 8'-10 1/2" (2) 2x12 (2) 202 DBL. 2X12 (2) P.T. 2X6 SILL (2) P.T. 2X6 SILL (2) P.T. 2X6 SILL (2) P.T. 2X6 SILL 5»x1 OY2" 5"xl OV2" LAM. BEAM LAM. BEAM N N 3tV2"0 CONCRETE FILLED 31/2"0 CONCRETE FILLED 00 STEEL COLUMN,TYPICAL STEEL COLUMN,TYPICAL 00 I 12'-1 3/4" 4'_0" 10'-1 3/4" 2'_0" 18'-0" 14'-1 3/4" 12'-1 3/4" TOP OF SLAB EL. 0'-0" 4" SLAB 4" SLAB TOP OF SLAB EL. 0'-0" — — — — -- -- — — — — — E SECTION KOF SECTION 14 j J4 48'-3 1/2" 1'-4 1/2' 20'-1 3/4" 4'-0" 4'-0" 4'-0" 10'-0" 2'-0" 4'-0" 1 3/4" 5"x19Yz" RIDGE BEAM ' I � 12 21'-6 1/4" LENGTH OF TAPERED CANT STRIP 7 1/212 �P POSTS POST Pik 7 1/2 /�ry 5"x19Y2" PURLIN TOP OF POST EL. + 26'-9" RAFTER BLOCK OUT 3/4" EACH SID FOR MHG CVBDS. 33'-8" LENGTH OF PURLIN/GDROF p TOP OF POST EL. + 22—5 1/4" 1 1 - A 0C k 3/2"x5" 3/z"x5" CN POST POST 8'-0" 12'-0" 3'-10 1/4" 3 1/2" TOP OF SUBFLOOR EL. + 18'-0 3/4" _ 1 DECK HOUSE DBL. 2X12 / 2X10 (2))2X1 0 Natural living Spaces / ©COPYRIGHT BY EMPYREAN INTERNATIONAL,L.L.C. 1 5»x13f/2" 3t/8"x13Y2" 3Y8"xl2" I ————1 I 1 930 MAIN STREET,ACTON,MASS.01720 LAM. BEAM LAM. BEAM ' LAM. BEAM 800-727-3325 www.Empyreanint.com I I I 21 These plans may not be used in any way without written permission from the copyright owner. 5"x10t/2" POST 3Y2"x5" EDWARD C. "TOBI(" LENK POST ' ( i I P.T. 4X4 POST � WHEELER . ROAD, 101/2" 23'-31/4" 8'-0" 12'-0" 4'-1 3/4" I 4'-0" I I MARSTONS MILLS, MA 02648 iA I I I I TOP OF SUBFLOOR EL. + 8'-10 1/2" �� \� I I I I TOP OF SUBFLOOR EL. + 8'-10 1/2" - - - - - - SECTIONS P.T. 2X8 (2) P.T. 2X10 (2) P.T. 2X10 SILL / ---- ------(2) P.T. 2X6 SILL • Z 5"xl0Yz" 5"x10Y2" —0 J LAM. BEAM LAM. BEAM DATE: 21 31/2"0 CONCRETE FILLED WD 5/15/08 LZ 0 4 STEEL COLUMN,TYPICAL 00WD 5/29/08 LZ 18'-1 3/4" 6'-0" 8'_0" 16'-1 3/4" CONSTRUCTION DRAWINGS: TOP OF SLAB EL. 0'-0" 4" SLAB TOP OF SLAB EL. 0'-0" CUSTOM JOB NO. PAGE NO. r�G�H SECTION 9839 14 14 14 i ------------ 44'-3 1/2- 1'-4 L 1/2- 4'-1 3/4" 1, 8'-0" 4'-0" 12'-0" 16'-1 3/4" 5"xl 9Y2" RIDGE BEAM NOTES: ITEMS INDICATED WITH "BY BUILDER" ARE NOT PRICED OR INCLUDED IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. IT IS THE CLIENT AND CONTRACTORS RESPONSIBILITY TO ACQUAINT THEMSELVES WITH 12 THESE ITEMS AND COME TO A CONTRACTUAL AGREEMENT. 12 7 1/2 7 1/2 SECTION NOTES: - 7 1/2 IN 12 ROOF PITCH 15'-10 1/4- - 5Y2" RIGID ROOF INSULATION: LINVENTED - 3 1/8"X12" BEAMS TYPICAL OR AS NOTED - 44 POSTS TYPICAL OR AS NOTED TOP OF POST EL. + 22-4 15/16" 1 31/2"x12" PURLIN 31/2"x5"— TOP OF POST EL. + 22'-3 1/2" - UPPER LEVEL FLOOR: WEB JOIST SYSTEM 11 1/4" DEEP POST 27'-10 1/4- - ENTRY LEVEL FLOOR: WEB JOIST SYSTEM 11 1/4" DEEP - 8" POURED CONCRETE FOUNDATION 3 1/2- 0 1 Ij - ALL SECTIONS TAKEN AT OF BEAM TOP OF SUBFLOOR EL. + 18'-0 3/4" 5%111/4" 5"011/4" HEADER 31/2"x12" HEADER 5"x13Y2" �2 LAM. BEAM (6) 31/2"x5" I POST 3 1/2" 3'-110 1/4" 8'-0" 3'-8 1/2" 2'-0" 14'-0" 11'-10 1/4- 3 1/2- TOP OF SUBFLOOR EL. + 8'-10 1/2" TOP OF SUBFLOOR EL. + 8'-10 1/2" DBL. 2X12 (2) P.T. 2X6 SILL—/ 1 5%101/2" (2) P.T. 2X6 SILL LAM. BEAM 204 O '-31/2"0 CONCRETE FILLED 00 STEEL COLUMN,TYPICAL 00 18'-0" 14'-1 3/4- 12'-1 3/4- Ir TOP OF SLAB EL. 0'-0" 4" SLAB t------------- TOP OF SLAB EL. 0'-0" T SECTION 15 + 28'-3 1/2- 12'-1 3/4" 16'-1 3/4" 12'-1 3/4 14'-1 3/4- 5%191/2" — RIDGE BEAM 5%1 9Y2" RIDGE BEAM 12 12 12 7 1/2 7 1/2 12 7 1/2 47 7 1/2 -24 TOP OF POST EL. + 24'-11 1/4" TOP OF POST EL. + 24'-11 1/4- 0 _VC. TOP OF POST EL. + 23'-8 1/4" KAP,!Ay C14 TOP OF POST EL. + 22'-5 1/4" -—-—-—-- + 04 31 -1 31�2 X5" 0 3 1/2" POST -1 25-10 1/4" 2 3 1/2" 11'-10 1/4' 13'-10 1/4- 1yti9 3 1/2- 3 1/2- V TOP OF SUBFLOOR EL. + 18'-0 3/4" —-—-—-—-—-—- TOP OF SUBFLOOR EL. + 18'-0 3/4' TOP OF SUBFLOOR EL. + 18'-0 3/4" H TOP OF SUBFLOOR EL. + 18'-0 3/4" DBL. 2X12 1 (4) 1-Y4%111/4" LVL IN FLOOR DECK HOUSE 31/2x1 2 Natural living Spaces HEADER 5%1 3W COPYRIGHT By EMPYREAN INTERNATIONAL,L.L.C. LAM. BEAM 5"xl 3Y2" 930 MAIN STREET,ACTON,MASS.01720 LAM. BEAM 800-727-3325 www.Empyreanint.com These plans may not be used in any way without written permission from the copyright owner. CN 31/2"x5" C14 04 POST 3 1/2" v-10 ilt" V-101 EDWARD C. "TOW LENK 14'-0" 10'-0" 3 1/2- 15'-10 1/4- 9'-10 1/4" WHEELER ROAD X 9 3 1/2- 3 1/2- MARSTONS MILLS, MA 02648 ---------- - TOP OF SUBFLOOR EL. + 8'-10 1/2"- TOP OF SUBFLOOR EL. + 8'-10 1/2" + TOP OF SUBFLOOR EL. + 8'-10 1/2" TOP OF SUBFLOOR EL. + 8'-10 1/2 SECTIONS DBL. 2X12 DBL. 2X12 --------- J9 (2) P.T. 2X6 SILL 5%1 OY2" (2) P.T. 2X6 SILL (2) P.T. 2X6 SILL \—(2) P.T. 2X6 SILL 5%1 OY2" LAM. BEAM LAM. BEAM C14 cli DATE: —31/2"0 CONCREE / 00 STEEL COLUMN,TTYPICAFILLED 00 00 16'-1 3/4- 1 10'-1 3 4"L �2 WD 5/15/P8 LZ -1 1 00 WD 5/29/08 LZ 2'-0- 14'-1 3/4- 1 10'-1 3/4" 2'-0" TOP OF SLAB EL. 0'-0" 4" SLAB 0-0 - - CONSTRUCTION DRAWINGS: TOP OF SLAB EL. 0'-0" TOP OF SLAB EL. 0'-0" 4" SLAB TOP OF SLAB EL. ' " —-—-—-—-—-—- --—-—-—-—-—----- —-—-—-—-— — —-—-—-—-— F` CUSTOM K S ECTI 0 N E JOB NO. PAGE NO. � SECTION ,15 9839 1\U 15 t 12'-1 3/4" 14'-0" 11 2'-0" 8'-0" 2'-0" 4'-31/2" 8'-0" RIDGE BEAM ' NOTES: I I ITEMS INDICATED WITH "BY BUILDER" ARE NOT PRICED OR INCLUDED IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. IT IS THE CLIENT AND CONTRACTORS RESPONSIBILITY TO ACQUAINT THEMSELVES WITH THESE ITEMS AND COME TO A CONTRACTUAL AGREEMENT. 12 7 1/2 SECTION NOTES: �'q�TFR I - 7 1/2 IN 12 ROOF PITCH - 51/2" RIGID ROOF INSULATION: UNVENTED - 3 1/8"X12" BEAMS TYPICAL OR AS NOTED - 44 POSTS TYPICAL OR AS NOTED 3�/8"x10t/2" 3t/8"x12" 3t/8x12 - UPPER LEVEL FLOOR: WEB JOIST SYSTEM 11 1/4" DEEP RAFTER RAFTER RAFTER I - ENTRY LEVEL FLOOR: WEB JOIST SYSTEM 11 1/4" DEEP 2'-0" 8'-0" 2'-0" - 8" POURED CONCRETE FOUNDATION j - ALL SECTIONS TAKEN AT OF BEAM TOP OF SUBFLOOREL_ + 18'-0 3/4" 1 l DBL. 2X12 3t/2"x12" � III III HEADER 111 III 3t/8"xl 2" 3t/8"xl 2" III !II 3t/8"xl 2" j LAM. BEAM LAM. BEAM III III LAM. BEAM III III I I III III ' 3 1/2" 15-10 1/4" III III 10'-0" III 12'-0" III III III � III III S-61/4" TOP OF SUBFLOOR EL. + 8'-10 1/2" III I11 DBL. 2X12 DBL. 2X12 2X8 4" SLAB (2) P.T. 2X6 SILL (2) P.T. 2X6 SILL 16'-1 3/4" 10'-0" 12'-1 3/4" N I 00 O TOP OF SLAB EL. 0'-0" 4" SLAB K'M-- SECTION q6,) 12'-1 3/4" 9'-0" 17'-0" 4'-3 1/2" 8>_0" 5%19t/2" RIDGE BEAM 12 7 1/2 ¢P ' 3t/8"x13th" RIDGE BEAM j TOP OF POST EL. + 24'-11 1/4' 3t/8"x13t/2" PURLIN 31/8"x12" 3t/8"x12" ' STRAP CANT W ;<. - - - - - - / RAFTER RAFTER v f 1< f d. )1P1� cli 3 1/2" 37'-10 1/4° � f 1. rg :6` k\ (gJ � ru jl vU 6~� tek. TOP OF SUBFLOOR EL_ + 18'-0 3/4" j. DBL. 2X12 ; ,� DECK HOUSE 3t/2"x12" I ! •/,► Natural living Spaces ©HEADER COPYRIGHT BY EMPYREAN INTERNATIONAL,L.L.C. LAM.� I'I 3t/8"x12" � 3t/8"x12" 930 MAIN STREET,ACTON,MASS.01720 \ BEAM LAM. BEAM :' 800-727-3325 www.Empyreanint.com I I I II These plans may not be used in any way without written permission from the copyright owner. i `i I WALL PANEL WALL PANEL j !�! I EDWARD C. "TOBY" LENK 3 1/2" 15'-10 1/4" I I 10'-0" WHEELER ROAD, !'I 3'-61/4" MARSTONS MILLS, MA 02648 TOP OF SUBFLOOR EL. + 8'-10 1/2" II - - - - - - DECKING � SECTIONS 2X8 4>' SLAB P.T. 2————— (2) P.T. 2X6 SILL (2) P.T. 2X4 SILL (2) P.T. 2X6 SILL \ — 10'-3 1/2" 11'-8 1/2- DATE: 0 00 WD 5/15/08 LZ WD 5/29/08 LZ CONSTRUCTION DRAWINGS: TOP OF SLAB EL. 0'-0" 4" SLAB CUSTOM JOB NO. PAGE NO. rN` SECTION U6 # 9839 16 12'-1 3/4" 14'-0" 2'-0" 8'-0" 2'-0" 4'-31/2" 8,_0" 5"xl9Y2" I I NOTES: RIDGE BEAM ITEMS INDICATED WITH "BY BUILDER" ARE NOT PRICED OR INCLUDED IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. IT IS THE CLIENT 8kj , AND CONTRACTORS RESPONSIBILITY TO ACQUAINT THEMSELVES WITH THESE ITEMS AND COME TO A CONTRACTUAL AGREEMENT. 12 7 1/2 � SECTION NOTES: I I - 7 1/2 IN 12 ROOF PITCH - 51/2" RIGID ROOF INSULATION: UNVENTED - 3 1/8"X12" BEAMS TYPICAL OR AS NOTED / - 44 POSTS TYPICAL OR AS NOTED - UPPER LEVEL FLOOR: WEB JOIST SYSTEM 11 1/4" DEEP 3t/0 x10�/2" 3Y8„x12,> 31/s„x12„ RAFTER RAFTER RAFTER 1 - ENTRY LEVEL FLOOR: WEB JOIST SYSTEM 11 1/4" DEEP 2'-0" 8'-0" 2'-0 1 - 8" POURED CONCRETE FOUNDATION 1 - ALL SECTIONS TAKEN AT O OF BEAM I I 1 TOP OF SUBFLOOR EL_ _ + 18'-0 3/4" TOP OF SUBFLOOREL. + 18'-0 3/4" - - DBL. 2X12 1 I I 3t/2"xl 2" I I 1 HEADER III 3t/s"xl 2" 3Ys"x12" ( ( LAM. BEAM LAM. BEAM WALL PANEL WALL PANEL / 1 III 16'-1 3/4" I I 10'-0" 12'-0" 1 1 III 3'-6 1/4" 1 TOP OF SUBFLOOR EL. + 8'-10 1/2" II DECKING TOP-OF SUBFLOOR EL. + 8'-10 1/2" - - - - - - _ _ _ DBL 2X12 2X8 4" SLAB / P.T. 2x10 (2) P.T. 2X6 SILL (2) P.T. 2X6 SILL 10'-3 1/2" 12'-0" 0 0 ' w 00 TOP OF SLAB EL. 0'-0" 4" SLAB TOP OF SLAB EL. 0'-0" P S E C T IO N 17 26'-3 1/2- 12'-1 3/4" 14'-1 3/4" 5"x19�/z" RIDGE BEAM 12 �F-� � F 12 7 1/2 ti -W Q 7 1/2 TOP OF POST EL. + 24'-11 1/4" 4X4 HDR. TOP OF POST EL. + 23'-8 1/4" `� 3�/2"x5" 3t/2"x5" — — — — — — � Ja"�» �°"b�P., POST ' POST ' tea" e> 3 1/2" 11'-10 1/4" 5-0 3/4" 12'-8 3/4" 1 6'-0 3/4" 3 1/2" �q z o � '` Prfi4 LO TOP OF-SUBFLOOR EL + 18'-0 3/4" TOP OF SUBFLOOR EL. + 18'-0 3/4" DECK HOUSE 5%111/a" LAM. BEAM DBL. 2X12 �,� Natural living Spaces -- 2X4 TOP PLATE ©COPYRIGHT BY EMPYREAN INTERNATIONAL,L.L.C. 930 MAIN STREET,ACTON,MASS.01720 800-727-3325 www.Empyreanlnt.com These plans may not be used in any way without written permission from the copyright owner. EDWARD C. "TOBY" LENK WHEELER ROAD, 1 1 I MARSTONS MILLS, MA 02648 1 3/4" 8'-0" 8'-0" 9'-10 1/4" 3 1/2" I I I TOP OF SUBFLOOR EL. + 8'-10 1/2" DECKING TOP OF SUBFLOOR EL. + 8'-10 1/2" SECTIONS - , - - - - - - (2) P.T. 2x10 DBL. 2X12 —————— ' ------------!——————————— (2) P.T. 2X6 SILL (2) P.T. 2X6 SILL P.T. 4X4 SILL 10 1/4" 1 I 8'-0" 7'-10 1/4" DATE: WD 5/15/08 LZ 0 0 EP E WD 5/29/08 LZ CONSTRUCTION DRAWINGS: TOP OF SLAB EL. 0'-0" TOP OF SLAB EL. 0'-0" _ _ _ _ _ _ CUSTOM JOB NO. PAGE NO. 60'**� SECTION 9839 17 . 17 24'-3 1/2" 8'-1 3/4" 8'-1 3/4" 4'_p 8'-3 1/2" 8'-0" NOTES: STEEL 4'-0" 4'-0" 4'-0" 4'-0" 8'-0" ITEMS INDICATED WITH "BY BUILDER" ARE NOT PRICED OR INCLUDED RIDGE IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. IT IS THE CLIENT ANGER 11 3/4" 1 3/4" 1 3/4 , AND CONTRACTORS RESPONSIBILITY TO ACQUAINT THEMSELVES WITH THESE ITEMS AND COME TO A CONTRACTUAL AGREEMENT. 3Y8"x131/2 RIDGE BEAM SECTION NOTES: 3Y8%12" 3Y8%12" 12 5"x19Yi" 5"x19Yi" 12 RAFTER RAFTER - 7 1/2 IN 12 ROOF PITCH TOP OF POST EL. + 26'-9" I 7 1/2 PURLIN PURLIN Q 7 1/2 �plti airy ti - 5t/z" RIGID ROOF INSULATION: UNVENTED 3�/8 xl 2 ? . RAFTER j - 3 1/8"X12" BEAMS TYPICAL OR AS NOTED j - 44 POSTS TYPICAL OR AS NOTED TOP OF POST EL. + 22'-4 15/16" 31/8"xl2" I 31/8"xl2" TOP OF POST EL. + 22'-5 1/4" 3t/8"xl3Y2" 3Y8"xl31/2'— 31/2"x51/z" - UPPER LEVEL FLOOR: WEB JOIST SYSTEM 11 1/4" DEEP PURLIN PURLIN - - - - - - RAFTER RAFTER BUILT-UP - ENTRY LEVEL FLOOR: WEB JOIST SYSTEM 11 1/4" DEEP ' 1 3/4" 3/4" I POST 3 1/2" 3'-10 1 4" , , 1 — 8" POURED CONCRETE FOUNDATION / / 4'-0" 4'-0" 4'-0" 8'-0" j - ALL SECTIONS TAKEN AT OF BEAM CN TOP OF SUBFLOOR EL. + 18'-0 3/4" ' i 31/8"X12" HEADER 3Y8"X12" HEADER 31/8"X12" HEADER 31/2"x12" HEADER 3Y2"x5t/2" 5%101/2" 5%1OY2" 31/2"x5Y2" j `I BUILT-UP POST POST , BUILT-UP POST POST N 3Y2"x51/2" i POST j 51/2" 7'-8 1/4 I g°_p" 7'-8 1/4' 51/2" 3 1/2", 3'-10 1/4" 81-0" 3'-10 1/4- 3 1/2' 7'-8 1/2- 5 1/2" I TOP OF SUBFLOOR EL. + 8'-10 1/2" TOP OF SUBFLOOR EL. + 8'-10 1/2" - - - - - - 2x12 RIM - - - - - - DBL. 2X12 (2) P.T. 2X6 SILL -——— (2) P.T. 2X6 SILL (2) P.T. 2X6 SILL ao 24'-3 1/2- °° 16'-3 1/2- 7'-8 1/2" 1 TOP OF SLAB EL. 0'-0" TOP OF SLAB EL. 0'-0" i ri` SECTION K�2 SECTION 18 1 8 -) 4'-0" 4'-0" 4'-0" 4'-0" 8'-01, 31/ x12" I 31/8"xl2" 31/f- 131/,2 RAFTER RAFTER RIDGE BEAM 3Y8"xl 2" RAFTER 31/8"xl 2" I RAFTER ^ as '•,,,�F,gl�,m g II SX 2 _ 8X 2 r� S II RAFTER RAFTERKjqvwo j51 C,>g I.ALA x M WALL PANEL II - TOP OF SUBFLOOR-EL. + 18-0 3/4 DECK HOUSE Natural living Spaces II ©COPYRIGHT BY EMPYREAN INTERNATIONAL,L.L.C. i l 930 MAIN STREET,ACTON,MASS.01720 II I 800-727-3325 www.Empyreanint.com d I I j These plans may not be used in any way without written permission from the copyright owner. \ II N I I WALL PANEL j EDWARD C. "TOBY" LENK II II I WHEELER ROAD, j MARSTONS MILLS, MA 02648 II TOP OF SUBFLOOR EL. + 8'-10 1/2" - - - SECTIONS (2) P.T. 2X6 SILL N DATE: WD 5/15/08 LZ 00 WD 5/29/08 LZ CONSTRUCTION DRAWINGS: TOP OF SLAB EL. 0'-0" 4" SLAB En CUSTOM K'3_ SECTION JOB NO. PAGE NO. J 8-IJ9839 --------- -------- r __ NOTES: _ 40'-3 1/2" ITEMS INDICATED WITH "BY BUILDER" ARE NOT PRICED OR INCLUDED 12'-3 1/2" IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. IT IS THE CLIENT 8'-0" 6'-0" 1, 2'-0" 4'-0" 11 4'-0" 2'-0" 6'-0" 8'-0" AND CONTRACTORS RESPONSIBILITY TO ACQUAINT THEMSELVES WITH I � � 2'-1 3/4" 4'-0" 4'-0" 2'-1 3/4" THESE ITEMS AND COME TO A CONTRACTUAL AGREEMENT. I , ' GUSSET , I SECTION NOTES: ' - 7 1/2 IN 12 ROOF PITCH - 5t/i' RIGID ROOF INSULATION: UNVENTED RAFTER R tAFTER F�PF�� 3/+72 RAFTER RtAFTER �PF�� `��X�2 - 3 1/8"X12" BEAMS TYPICAL OR AS NOTED `L R `L R - 44 POSTS TYPICAL OR AS NOTED - UPPER LEVEL FLOOR: WEB JOIST SYSTEM 11 1/4" DEEP TOP OF POST EL+ 22'-5 1/4" I 4x4 � 4x4 � TOP OF POST EL.+ 22'-5 1/4" 3t/8"x12 - ENTRY LEVEL FLOOR: WEB JOIST SYSTEM 11 1/4" DEEP RAFTER `� / 4'-0" 4'-0" " - 8" POURED CONCRETE FOUNDATION I I � 3 1 2" 1'-10 1 1' 0 1/4" 3 1/2 � 3 1/2" 7'-10 1/4" 6'-0" 2'-0" 8'-0" 2'-0" ' 6'-0" T-10 1/4" 3 1/2" - ALL SECTIONS TAKEN AT OF BEAM I I TOP OF SUBFLOOR EL. + 18'-0 3/4" TOP OF SUBFLOOR EL. + 18'-0 3/4" - - - - - - - - (2) 2X12 2xl2 RIM 2x12 RIM 2x12 RIM 2x12 RIM (2) 2X12 2X4 TOP PLATE 3t/a"X13t/2" LAM. BEAM 2X4 TOP PLATE 3t/h"X12" LAM. HEADER N I I N I 3 1/2" 2'_7" 5'-3 1/4" 6'-0" 12'-0„ 6'-0" 5'-3 1/4" 2_7" 3 1/2" 3 1/2" 2'-6 1/2" ' 6'-7 1/2- 2'-6 1/2- 3 1/2" TOP OF SUBFLOOR EL. + 8'-10 1/2" TOP OF SUBFLOOR EL. + 8'-10 1/2" 2x12 RIM 2x12 RIM 2x12 RIM (2) P.T. 2X6 SILL (2) P.T. 2X6 SILL (2) P.T. 2X6 SILL 14'-0" 12'-3 1/2- 14'-0" 12'-3 1/2" 4" SLAB TOP OF SLAB EL. 0'-0" TOP OF SLAB EL. 0'-0" r4" SECTION rC SECTION 19 19 I 24'-3 1/2" 8'-1 3/4" 4'-0" 12'-1 3/4" 10'-3 1/2" 5-1 3/4" Ilk 5-1 3/4" 5"x19t/2" RIDGE BEAM 3t/2"x13t/z" 3th"xl 3t/2" RIDGE BEAM RIDGE BEAM TOP OF POST EL.+ 23'-10" �1I$ -�' r ��` a 3/2"x5" r�a�Y €{ANAYY0 POST TOP OF POST EL.+ 21'-9 3/4" E H — — — — — — �d, c Iv A I.A s r � No. 33710-C 3 1/2- 9'-8 1/2" 3 1/2" rn 3 1/2" 2'-10 1/4- ' 5'-0" 4'-0" / / 1'-0" 10'-101 4" 31 2" LO V�?r bar tip'a �> r.. �J1d4Y�4�h TOP OF SUBFLOOR EL. + 18'-0 3/4" TOP OF SUBFLOOR EL. + 18'-0 3/4" ---- DBL. 2X12 2X12 RIM DBL. 2X12 W/ t/2" PLYWOOD ��, DECK HOUSE Natural living Spaces 3t/z"xl2" LAM. BEAM O COPYRIGHT BY EMPYREAN INTERNATIONAL,L.L.C. 930 MAIN STREET,ACTON,MASS.01720 I I I 800-727-3325 www.Empyreanlnt.com d These plans may not be used in any way without written permission from the copyright owner. 31/2" 2'-101/4" 5_0" 4_0° 1'-0" 10'-101/4" [3 1/2" EDWARD C. "TOBY" LENK 3 1/2" 9'-8 1/2- 3 1/2" o WHEELER ROAD, 3t/2"x5>, POST MARSTONS MILLS, MA 02648 TOP-OF SUBFLOOR EL. + 8'-10 1/2" TOP OF GARAGE SLAB HP. EL. +7'-11 1/2" - - - - - P.T. 4X6 SILL T. 4X6 SILLSECTIONS 2X12 RIM LP. EL. +7-9 1/2" (2) P.T. 2X6 SILL (2) P.T. 2X6 SILL (2) P.T. 2X6 SILL 10'-3 1/2- DATE: WD 5/15/08 LZ WD 5/29/08 LZ i CONSTRUCTION DRAWINGS: �J 7 S E C T 10 N TOP OF SLAB EL. 0'-0" _ _ _ 8 SECTION TOP OF SLAB EL. 0'-0" - - - q9--1/ q-9,...) CUSTOM JOB NO. PAGE NO. 9839 19 - I 1 24'-3 1/2" 24-3 1/2" 24'-3 1/2" NOTES: 12'-1 3/4" 12'-1 3/4" 12'-1 3/4" 12'-1 3/4" 12'-1 3/4" 12'-1 3/4" ITEMS INDICATED WITH "BY BUILDER" ARE NOT PRICED OR INCLUDED IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. IT IS THE CLIENT 5"x19t/2" 5%191/2" 5"x191/2 AND CONTRACTORS RESPONSIBILITY TO ACQUAINT THEMSELVES WITH RIDGE BEAM RIDGE BEAM RIDGE BEAM THESE ITEMS AND COME TO A CONTRACTUAL AGREEMENT. ' SECTION NOTES: - 7 1/2 IN 12 ROOF PITCH ' 1� �PF k72'�9 1,L �PF X�2 RqF „ 1ti �pF 4�2''R9F - 5t/2" RIGID ROOF INSULATION: UNVENTED 44 44 TFR - 3 1/8"X12" BEAMS TYPICAL OR AS NOTED - 44 POSTS TYPICAL OR AS NOTED 3Y2"x5" - UPPER LEVEL FLOOR: WEB JOIST SYSTEM 11 1/4" DEEP TOP OF POST EL.+ 21'-9 3/4" TOP OF POST EL.+ 21'-9 3/4" POST - ENTRY LEVEL FLOOR: WEB JOIST SYSTEM 11 1/4" DEEP 3 1/2 11'-10 1/4- 11,-10 1/4" 3 1/2 3 1/2" 11 -10 1/4" ' 11'-10 1/4- 3 1/2" 3 1/2 7'-7 5/8" 4'-2 5/8" 4'-2 5/8" 7'-77 5/8" 3 1/2" - 8" POURED CONCRETE FOUNDATION Ilk �' Ilk �' - ALL SECTIONS TAKEN AT OF BEAM TOP OF SUBFLOOR EL. + 18'-0 3/4" TOP OF SUBFLOOR EL. + 18'-0 3/4" - - - - - - - - - DBL. 2X12 5%191/2" 31/2"031/2" HEADER 5%191/2" 5%19t/2" LAM. BEAM LAM. BEAM 3 1/2"', 11'-10 1/4" LAM. BEAM 11'-10 1/4" 3 1/2" 3 1/2" 11'-10 1/4" 11'-10 1/4" 3 1/2" 12'-1 3/4" 11'-10 1/4" 3 1/2" 31/2"x5" T. 4X4 SILL TOP OF FOUNDATION EL. + 11'-7 1/2" POST 4" SLAB TOP OF GARAGE SLAB HP. EL. +7'-11-1/2" 4" SLAB TOP OF GARAGE SLAB HP. EL. +7'-11-1 2" T. 4X6 SILL - - - - - - LP. EL. +7'-9 1/2" 9 LP. EL. +7'- 1 2" - - - P.T. 4X6 SILL .T. 4X6 SILL .T. 4X6 SILL TOP OF SLAB EL. 0'-0" TOP OF SLAB EL. 0'-0" 9 SECTION _ _ _ _ _ _ 10 11 SECTION _ _ _ 12 SECTION 0 0 0 0 24'-3 1/2" 12'-1 3/4" 12'-1 3/4" 5"x19Y2" RIDGE BEAM 3/4„ 8'-0" 8'-0" 4'-0" Ilk r TOP OF POST EL.+ 21'-9 3/4" I .-A CD I C. 00 I �n 31/2" 4,_0" 8,_4„ 3'-8„ , TOP OF SUBFLOOR EL. 18- 3/4 P SUBFLOOR "TO OF SBFLOO EL. + 18-0 3/4 - - - - - —I-- - - -- U OR + 0- - - - - - � - - - - - - - �� DECK HOUSE - - - - �- 2X12 LANDING -1 - ' '�,' Natural living Spaces 1 TOP OF SUBFLOOR EL. 17'-4 7/8" ^ -- 4 LANDING-1 ©COPYRIGHT BY EMPYREAN INTERNATIONAL,L.L.C. '_� 5� I 930 MAIN STREET,ACTON,MASS.01720 3'-8 1/8" CLOSED 800-727-3325 www.Empyreanlnt.com LANDING -3 7 R I —— o I These plans may not be used in any way without written permission from the copyright owner. i _ TOP OF SUBFLOOR EL. + 13>-9 1/8" u 10'-5 7/8" 5'-2 5/8" - - - - - N 2x12 ' I 45 T. 4x4 SILL _ EDWARD C. "TOBY" LENK LANDING-3 —1111 WHEELER ROAD, O0 3'-2 1/8" „'iT n n I a "nu a ii�ui I CLOSED MARSTONS MILLS, MA 02648 14 R 4'-0" 8'-4" I k CLOSED � 8 R iuunuuuuuuuu TOP OF SUBFLOOR EL. + 8'-10 1/2„ TOP OF SUBFLOOR EL. + 8'-10 1/2 ��11iJiJL""` ' I SECTIONS ,. TOP OF GARAGE SLAB HP. EL. +7-11 1/2 - - - - - - ---_--- -J____ —- - - - 2X8 f- 4 SLAB LP. EL. +7'-9 1/2" I —- - - - - - - - 2 00 ' CLOSED LANDING -2 /_ 7 R DATE: TOP OF SUBFLOOR EL. + 4-5 1/8" o - - - - - 202 i WD 5/15/08 LZ 00 WD 5/29/08 LZ 00 LANDING-2 3'-8 1/8" 2 CLOSED i CONSTRUCTION DRAWINGS: A-`**� STAIR SECTION TOP OF SLAB EL_0'-0 - - - -^ - TOP OF SLAB EL-0'-0"- - 7 R 4" SLAB 0 q--00-) CUSTOM B STAIR SECTION JOB N0. PAGE N0. . JO 9839 20 r 1/2" RIGID FORM BY BUILDER , 1/2� RIGID FORM BY BUILDER NOTES: 1/2" GYPSUM WALLBOARD BY BUILDER 1/2 GYPSUM WALLBOARD BY BUILDER 2X4 WALL PANEL 2X4 WALL PANEL - ;� " „ DOOR AS PER PLAN 3/4" FIN. FLR. BY BUILDER (OR 2X6 WALL PANEL 5 X10 1/2 COLUMN 5„ X10 1/2 COLUMN „ I / „ AS PER PLAN) 3/4,> FIN. FLR. BY BUILDER ITEMS INDICATED WITH BY BUILDER ARE NOT PRICED OR 3/4 SUBFLOOR 3/4" SUBFLOOR SIDING INCLUDED IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. IT SIDING BY BLDR. SIDING BY BLDR. , �> > 1/2" GYPSUM BOARD 1/2 GYPSUM BOARD (4) HTT22 5'X10/2 x11/4 (LONG) (4) HTT22 5 X101/2 x11/a (LONG) FLASHING IS THE CLIENT AND CONTRACTORS RESPONSIBILITY TO ACQUAINT THEMSELVES WITH THESE ITEMS AND COME TO A 14 BY BUILDER ;" BY BUILDER (2 EACH SIDE) BLOCKING (2 EACH SIDE) BLOCKING REFER TO WEB BAR JOIST CONTRACTUAL AGREEMENT. " 1x4 PRE-SEALED 21 DETAIL FLOOR SYSTEM 2x12 RIM JOIST it (2)2x12 RIM JOIST L------------ "OUTBACK" DECKING --------- -- STRAP POSTS TO RIM STRAP POSTS TO RIM (UNDER SHEATHING) (UNDER SHEATHING) I at W/ KST216, TYPICAL W/ KST216, TYPICAL 2x12 RIM JOIST GRAIN DBL. P.T. 2X10 P.T. 2X8 — 1/2" PLYWOOD FILLER z '' '' n ' P.T. 2X10 LEDGER I� 2x12 RIM JOIST II II ii- ,Ii° PRESSURE TREATED DBL (2) 2X6 P.T. SILLS Ip I� FIN. GRADE °O ti' a' 2x10 SILLS 1,1 ql SIDING II N. II II 91 FIN. GRADE °O 't ° FIN. GRADE 00 It °. METAL WEB TRUSS JOISTS ° �' II II j1 a FOUNDATION BY BUILDER a METAL WEB TRUSS JOISTS �� a SPACING AS PER PLAN (4) 5/8 SPACING AS PER PLAN ° DBL. PRESSURE TREATED 2X6 SILLS FOUNDATION WALL ANCHOR BOLTS „I 4„ 4„ FOUNDATION WALL -� DBL PRESSURE TREATED 2X6 SILLS FOUNDATION WALL (2 EACH SIDE) BY BUILDER a - SILL SEALER BY BUILDER BY BUILDER SILL SEALER BY BUILDER a 5/8" DIA. ANCHOR BOLT BY BUILDER 5/8" DIA. ANCHOR BOLT BY BUILDER 1 FLOOR TRUSS DETAIL 2 FLOOR TRUSS DETAIL 3 WIND WALL VERTICAL COLUMN BASE 4 2X8 DECK @ ENTRY 21 SCALE: 3/4" = 1'-0" 21 SCALE: 3/4" = 1'-0" 21 SCALE: 3/4" - 1'-0" 21 SCALE: 3/4" = 1'-0" WALL PANEL PRE-BUILT STAIR DOOR AS PER PLAN 1/2" GYPSUM WALLBOARD BY BUILDER WALL PANEL SIDING -- MILLWORK PANEL SIDING SIDING 4x6 P.T. SILL (ON EDGE) 1/2" EXPANSION TOP OF GARAGE SLAB a WINDOW 14 REFERING TO DBL. 2X12 WEB BAR JOIST MATERIAL BY BUILDER HP. EL. +7'-11 1/2" 3/4" T&G PLYWD. 1x4 PRE-SEALED 1 DETAIL FLOOR SYSTEM SILL SEALER BY BUILDER , LP_EL. +7'-9 1/2" 1/2" PLYWD. FILLER 1/2" STRAPPING BY BUILDER "OUTBACK" DECKING - - = - 1/2" GYPSUM WALLBOARD BY BUILDER ° SIDING (2)2x12 RIM JOIST ° PRESSURE TREATED W/ 1/2" PLYWOOD a WINDOW WELL 4X4 SILL BY BUILDER z '' u I� °. DBL P.T. 2X10 P.T. 2X10 00 GRADE a1 ° PRESSURE TREATED DBL. °_ �' SILL SEALER BY BUILDER 5/8" DIA. ANCHOR BOLT BY BUILDER 2� a 2x6 SILLS `' ° oO - II - a _ ° P.T. 2X10 LEDGER FOUNDATION WALL FIN. GRADE i ° ° SIDING ii (2) 2X6 P.T. SILLS a BY BUILDER ° '= 5/8" DIA. ANCHOR BOLT i� a FOUNDATION WALL ° FOUNDATION WALL ° ° BY BUILDER .Q FOUNDATION BY BUILDER 5/8" DIA. ANCHOR BOLT BY BUILDER BY BUILDER 5 SILL @ GARAGE DETAIL 6 SILL DETAIL 7 SILL DETAIL 2X8 DECK @ ENTRY 21 SCALE: 3/4" = 1'-01" 21 SCALE: 3/4" = 1'-0" 21 SCALE: 3/4" = 1'-0" , 21 SCALE: 3/4 = 1 -0„ SIDING & HOUSE WRAP NOT SHOWN. WHERE DOOR SILL CONDITION EXISTS 3/4" FIN. FLR. BY BUILDER 3/4" FIN. FLR. BY BUILDER ADD STRIP OF ISOLATION WRAP ICE & WATER SHIELD UP & OVER 3/4" SUBFLOOR 3/4" SUBFLOOR SH MEMEBDROREHOIUSE WRAPER FLOOR SYSTEM OR SUB-SILL. PARTITION 1/2" GYPSUM BOARD PARTITION PARTITION 1/2" GYPSUM BOARD OR 15# FELT) TO TOP BY BUILDER BY BUILDER OF LEDGER BETWEEN 2X12 RIM 2X12 RIM TREATED LUMBER ----------- ------------------------------ - AND FLASHING �, IMPERMEABLE MEMBRANE 1x4 PRE-SEALED COPPER O° ICE & WATER SHIELD "OUTBACK" DECKING P.T. 2X4'S 2x8'S (SITE FRAMED) FLASHING 4" SLAB 4" SLAB 1x4 DECKING DBL. P.T. 2X10 °a. ° tp METAL WEB TRUSS JOISTS POST ANCHOR ° ° ° ,p METAL WEB TRUSS JOISTS P.T. 2X8 OR �I SPACING AS PER PLAN PLATE rl SPACING AS PER PLAN i' 5 8" ANCHOR BOLT IP P.T. 2X8 OR ° . �' P.T. 2x10 JOIST - - - DBL. PRESSURE TREATED 2X4 SILLS DBL. PRESSURE TREATED 2X4 SILLS 1 DIA. GALVANIZED BOLTS B BLDR. '1 AS PER PLAN AS PER PLAN NUTS & WASHERS ate' 1�2 SILL SEALER BY BUILDER �' e ate' 1�2„ SILL SEALER BY BUILDER 2 ROWS @ 24 O.C. STAGGERED AND 4 - 16D GALVANITED NAILS PER 12" FOUNDATION WALL 12" DIA. FTG. 6"ABOVE FOUNDATION WALL ' HANGER BY BUILDER [JA' 5/8" DIA. ANCHOR BOLT BY BUILDER CODE BADE OR PER BY BUILDER 5/8" DIA. ANCHOR BOLT BY BUILDER `' N 5 ' 4 2X10 LEDGER w ( ,tD C ICE & WATER SHIELD 18 STRIP 9 FLOOR TRUSS DETAIL 10 2X8 DECK. DECK SUPPORT @ BEAM/FOOTING 11 FLOOR TRUSS DETAIL K SCALE: 3/4" - 1'-0" SCALE: 3/4" = 1'-0" 6„ ; 6 21 - 21 SCALE: 3/4" = 1'-0" 21 DECK HOUSE Natural living Spaces ©COPYRIGHT BY EMPYREAN INTERNATIONAL,L.L.C. 930 MAIN STREET,ACTON,MASS.01720 + + ® 800-727-3325 www.Empyreanlnt.com These plans may not be used in any way without written permission from the copyright owner. ®= 16 BOLT D NAIL WATERPROOF SUBFACE BY BUILDER EDWARD C. "TOBY" LENK LAYOUT PATTERN WALL PANEL MATERIAL FOR DRAINAGE (1/4" PER FT.) BY BUILDR LEDGER 4X4 P.T. SILL 3/4" PLYWOOD WHEELER ROAD, SIDING 2X10 JOIST DRAIN INSIDE COLUMN BY BUILDER MARSTONS MILLS, MA 02648 TOP OF WALL EL BY BUILDER BLOCKING BLOCKING SIDING 1X6 T&G CEDAR - AT SINGLE RIM CONDITION BOLTS ARE 4 1/2" LONG 2" GYPSUM FLASHING BY BUILDER 1 - AT DOUBLE RIM CONDITION BOLTS ARE 6" LONG AS PER PLAN / FLASHING FOUNDATION & FLOOR DETAILS —- - -— WALLBOARD ` BY BUILDER 14 2x8 DECK• BALCONY DECK vit ,t • FLASHING @ EXT. WALL � ° a 5/8 DIA.- ANCHOR. BOLT BY BUILDE 1/2" RIGID FORM BY BUILDER 1x3 CEDAR TRIM SCALE AS NOTED u 8 POURED CONC. FOUND. WALL 21 �� BY BUILDER WALL PANEL 2X10 JOIST I I (2) 2X10 JOIST ° 1/2" EXPANSION I 5 4"x16 1 2" / / DATE: MATERIAL BY BUILDER CEDAR TRIM TOP OF 4" CONC. SLAB EL. 31/a"x12" WD 5/15/08 LZ e AS PER PLAN LAM. BEAM 2X10 LEDGER "> I I I I[--COVER BOARDS BY BUILDER WD 5/29/08 LZ ` SIDING I I I I I I 4 . ft—4X4 P.T. POST DOOR/WINDOW II I I II CONSTRUCTION DRAWINGS: AS PER PLAN -LLA„1 CUSTOM 12 P.T. SILL DETAIL FLAT ROOF DETAIL 13 JOB NO. PAGE NO. 21 SCALE: 3/4" = l'-O" 21 SCALE: 3/4" = 1'-0" 9839 ---------- NOTES: 2XI6 STRONGBACK 2X6 STRONGBACK 1/2" RIGID FORM BY BUILDER 1/2- RIGID FORM BY BUILDER FASTEN W/ 3-16D NAILS ---FASTEN W/ 3-16D NAILS 3/4" FINISH FLOORING BY BUILDE ITEMS INDICATED WITH "BY BUILDER" ARE NOT PRICED OR WALL PANEL 1/2" GYPSUM WALLBOARD BY BUILDER 2X4 WALL PANEL_ 1/2- GYPSUM WALLBOARD BY BUILDER INCLUDED IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. IT 3/4" SUBFLOOR— POST OR PARTITION IS THE CLIENT AND CONTRACTORS RESPONSIBILITY TO 3/4" FIN FL. BY BUILDER SIDING 3/4" FIN FL BY BUILDER SIDING 3/4" SUBFLOOR 3/4" SUBFLOOR ACQUAINT THEMSELVES WITH THESE ITEMS AND COME TO A \\-HOLD STRONGBACK 1/4" UP FROM BTM. CHORD. CONTINUOUS FLASHING CONTINUOUS FLASHING ---------------- - --- -------------------- CONTRACTUAL AGREEMENT. 2X4 SIDE SCAB VERTICAL I I I FASTEN TO TRUSS W1 2-10D 5/4"x16 1/2" CEDAR 5/4%16 1/2" CEDAR NAILS, TOP AND BOTTOM TRIM, CONTINUOUS TRIM, CONTINUOUS 202 RIM I Al (2) 2x12 JOISTS CONTINUOUS 3n " CEDAR UOU S r =Z ILL STRONGBACK FASTENED STRONGBACK FASTENED 1/2- PLYWOOD FILLER 1/2" PLYWOOD FILLER T 1x3 STRAPPING ID 1X3 STRAPPING METAL WEB TRUSS JOIST-/ 1X3 STRAPPING (SITE APPLIED) (SITE APPLIED) _,��1/2- GYPSUM GYPSUM A 1/2" GYP. BOARD BY BUILDER 22 TO SIDE SCAB VERTICAL TO CHASE VERTICAL 2x4 TOP PLATE WALLBOARD BY BUILDER 20 TOP PLATE WALLBOARD BY BUILDER (2) 16D NAILS EACH JOIST INSTALL DOUBLE 2X12 (SITE APPLIED) (SITE APPLIED) 5"X- LAM. BM. OR _L// BLOCKING BETWEEN NOT 3 1/8"X- LAM. BM. AS PER PLAN JOISTS & BELOW POSTS SHOWN - WHERE DEPTH OF STRONGBACK INTERFERES WITH DUCT WORK POST/COLUMN I INSTALL SINGLE 2X12 A DOUBLE SHALLOW SPLICE MAY BE USED. SEE SECTION A-A STRAP POSTS (UNDER SHEATHING) (AS PER PLAN) FIRE STOPPING ELSE WHERE - FLOOR TRUSSES REQUIRE A STRONGBACK TO RIM W/ KST216, TYPICAL WHEN SPANS BETWEEN BEARINGS EXCEED 10' - WHERE A DRYWALL CEILING IS NOT FASTENED TO THE BOTTOM - SPANS GREATER THAN 20' REQUIRE (2) ROWS CHORD (OR TO STRAPPING ON THE BOTTTOM CHORED) BOTTOM CHORD LATERAL BRACING IS REQUIRED AT 10' O.C. UNLESS OF STRONGBACK STRONGBACK IS LOCATED AT THE BOTTOM OF THE TRUSS SPACE - RUN STRONGBACKS TO END WALLS OR OVERLAP 2 FLOOR TRUSS DETAIL 3 FLOOR TRUSS DETAIL 4 FLOOR TRUSS DETAIL ONTO SHORTER SPANS BY (2) JOISTS 22 SCALE: 3/4" = 1'-0" 22 SCALE: 3/4" = 1'_0" 22 SCALE: 3/4" = 1'-0- - STRONGBACKS MUST BE INSERTED INTO TRUSS C) SPACE AS TRUSSES ARE ERECTED z - SPLICE STRONGBACKS WITH 4' SCAB PIECES q OR OVERLAP (2) SPACING BAYS AND FASTEN d) CD C) __j STRAP POSTS TO RIM TO OPPOSITE SIDES OF VERTICAL M M (UNDER SHEATHING) < _j W OVER�k D AN FASTEN FASTEN. W/ KST216, TYPICAL 1/2" RIGID FORM BY BUILDER 1/2" RIGID FORM BY BUILDER 1/2" RIGID FORM BY BUILDER TO (2, SHOR-�R JOIST(; Uj W Cn 1 2" GYPSUM WALLBOARD BY BUILDER 1/2" GYPSUM WALLBOARD BY BUILDER 1/2" GYPSUM WALLBOARD BY BUILDER W WALL PANEL WALL PANEL WALL PANEL 2X6 STRONGBACK STRON 3PACK ff DD. �>.U_ 6" DUCTWORK SIDING SIDING SIDING 3/4" FIN. FLR. BY BUILDER 3/4" FIN. FLR. BY BUILDER 3/4" FIN. FLR. BY BUILDER ........... CONTINUOUS FLASHING CONTINUOUS FLASHING CONTINUOUS FLASHING 3/4" SUBFLOOR 3/4- SUBFLOOR 3/4" SUBFLOOR 4 ----------------------2 2X4 SPLICE FLOOR FRAMING ------------------------ 5/4%16 1/2" CEDAR - 1 5/4%16 1/2" CEDAR 5/4%16 1/2" CEDAR L L (#2 SPF OR BETTER) TRIM, CONTINUOUS TRIM, CONTINUOUS TRIM, CONTINUOUS 16D NAILS AS EACH FLOOR TRUSS 7/z-7 '77ZIA 7zl SPLICE IS INSTALLED W/STRONGBACK 3 1/8-X12- HEADER 19.2 O.C. MAX. 3 1/8"X12- HEADER 7/Z 3 1/8"X12- HEADER K7/7z i i 1/2" PLYWOOD FILLER 1/2" PLYWOOD FILLER L 1/2" PLYWOOD FILLER ? ? (SITE APPLIED) (SITE APPLIED) (SITE APPLIED) 1X3 STRAPPING SOFFIT L 1X3 STRAPPING ALT. SPLICED STRONGBACK I I 1X6 CEDAR SOFF11 - GYPSUM BOARD 1x3 STRAPPING CHASE VERTICAL OR FIELD UTI �)UM BOARD BY BUILDER 1x3l STRAPPING 1/2 —1 1/4"X3 9/16" CEDAR SOFFIT BY BUILDER MULLION VERTICAL INSTALLED SIDE SCAB @ DUCTWORK 11 1 SIDING \_2X4 TOP PLATE BY BUILDER MILLWORK PANEL - THIS DETAIL MAY BE USED TO ALLOW CLEARANCE FOR UP TO SCREENING A 6" DEEP DUCT. MILLWORK PANEL BY BUILDER - LOCATE SPLICES NO CLOSER THAN 10' D.C. 2-2X4 SPLICE - REMAINING 2X6 STRONGBACK TO EITHER SIDE OF SPLICE MUST (#2 SPF OR BETTER) _6" DUCT BE ATTACHED TO A MINIMUM OF 3 JOISTS. - TO PREVENT POTENTIAL SQUEAKS IN THE FLOOR SYSTEM ALL METAL DUCTWORK SHOULD BE ISOLATED FROM METAL WEBS SECTION A-A BY ADEQUATE FOAM PADS OR HANGERS TO 5 FLOOR TRUSS DETAIL (�6 FLOOR TRUSS DETAIL 7 FLOOR TRUSS DETAIL MAINTAIN SEPARATION. 22 22 SCALE: 3/4" V-10" 22 SCALE: 3/4" V-10" SCALE: 3/4 = 1'-0" 1/2" RIGID FORM BY BUILDER 1/2" RIGID FORM BY BUILDER 1/2- RIGID FORM BY BUILDER WALL PANEL 1/2" GYPSUM WALLBOARD BY BUILDER WALL PANEL— 1/2" GYPSUM WALLBOARD BY BUILDER WALL PANEL 1/2" GYPSUM WALLBOARD BY BUILDER 1/4" FIN. FL. BY BUILDER SIDING SIDING 3/4" AN. FL. BY BUILDER SIDING 3/4- FIN. FL. BY BUILDER ...... .- ----------------------- CONTINUOUS FLASHING 3/4" SUBFLOOR CONTINUOUS FLASHING 3/4" SUBFLOOR PARTITION 3/4" FIN. FLR. BY BUILDER 3/4- SUBFLOOR 3/4- SUBFLOOR ----------------------- - - 3/4" FIN. FL. BY BUILDER CONTINUOUS FLASHING 1- ---- ------------------- -------------------------------- 13/4 SUBFLOOR 5/4%16 1/2" CEDAR 5/4%16 1/2- CEDAR 5/4%16 1/2" CEDAR ---------------------------- TRIM, CONTINUOUS FLOOR TRUSS TRIM, CONTINUOUS TRIM, CONTINUOUS 1 1 7 ===74 1 (2) 2xl 2 19.2" O.C. MAX. 2x12 RIM 2x12 RIM 10 2x12 RIM STRAPPING—' jz 1/2" PLYWOOD FILLER 1/2" PLYWOOD FILLER 1/2" PLYWOOD FILLER AR SOFFIT ��-2X4 TOP PLATE "ETAL WEB TRUSS JOIST (SITE APPLIED) WALLN (SITE APPLIED) 1X3 STRAPPING (SITE APPLIED) _ '��-2X4 TOP PLATE LMETAL WEB TRUSS JOIST (SITE APPLIED) 2X4 TOP PLATE LMETAL WEB TRUSS JOIST 3 1/8"X12" HDR. 1/2- GYP. BOARD BY BUILDER BY BUILDER 1/2" GYPSUM BOARD BY BUILDER 3 1/8-X13 1/2- HDR. (SITE APPLIED) SPACING AS PER PLAN (2) 2x10 HEADER (SITE APPLIED) SPACING AS PER PLAN SIDING L 10 STRAPPING METAL WEB TRUSS JOIST METAL HANGER OR AS PER PLAN 1/2" GYP. BOARD BY BUILDER SIDING 1/2" GYP. BOARD BY BUILDER SPACING AS PER PLAN MILLWORK PANEL SIDING 1x3 STRAPPING 1x3 STRAPPING DOOR 3 1/8"X - HDR. AS PER PLAN 1/2- GYP. BOARD BY BUILDER ,r DOOR DOOR SCREENED PORCH PARTITION 10 STRAPPING AS PER PLAN �ey, } AS PER PLAN LA A 8 FLOOR TRUSS DETAIL (`9� FLOOR TRUSS DETAIL- 10 FLOOR TRUSS DETAIL (�1_1 FLOOR TRUSS DETAIL 12 FLOOR TRUSS DETAIL SCALE: 3/4" V-0- SCALE: 3/4" V-0" �SCALE-�3/1"�� V-0�" 22 SCALE: 3/4" V-0" �1_22)_ SCALE: 3/4" V-0" 22 DECK HOUSE 22 Natural living Spaces COPYRIGHT By EMPYREAN INTERNATIONAL,L.L.C. 930 MAIN STREET,ACTON,MASS.01720 800-727-3325 wwEmpyreanintcom These plans may not be used in any way without written permission from the copyright owner. PARTITION MILLWORK PANEL MILLWORK PANEL EDWARD C. "TOBY" LENK WHEELER ROAD, POST OR PARTITION WALL PANEL 1/2" GYPSUM WALLBOARD BY BUILDER 3/4' FIN. FLR. BY BUILDER 3/4" FINISH FLOORING BY BUILDER MARSTONS MILLS, MA 02648 SIDING 3/4" FIN FL. BY BUILDER 3/4" SUBFLOOR 3/4" SUBFLOOR CONTINUOUS FLASHING—\ CONTINUOUS FLASHING SILL EXTENDER 3/4" SUBFLOOR CONTINUOUS FLASHINGI 3/4" PLYWOOD FILLER 3/4" PLYWOOD FILLER FLOOR DETAILS ---------------- ------------- ------- ------------------------- ------------------- ------- ---- 5/4"x16 1/2" CEDAR 5/4%16 1/2" CEDAR 2X6 BLOCKING (CONTINUOUS) TRIM, CONTINUOUS TRIM, CONTINUOUS —1/2" PLYWOOD FILLER (2) 2x12 JOISTS 1/2" RIGID FORM BY BUILDER 1/ 5"x11 1 (2) 2x12 5"X11 1/4" HEADER 2" RIGID FORM BY BUILDER 4 R SCALE AS NOTED LAM. �)AM 1/2- GYPSUM WALLBOARD BY BUILDER 1/2" PLYWOOD FILLER 1/2- PLYWOOD FILLER 1/2" GYPSUM WALLBOARD BY BUILDER DATE: 20 TOP PLATE (SITE APPLIED) (SITE APPLIED) (SITE APPLIED) '_-, lX3 STRAPPING LMETAL WEB TRUSS JOIST HEAD EXTENDER WD 5/15/08 LZ 0 STRAPPING 1/2" GYPSUM SPACING AS PER PLAN METAL WEB TRUSS 1 WD 5/29/08 LZ GYP. BOARD BY BUILDER WALLBOARD BY BUILDER METAL HANGER (4) 1Y4%111/4" LVL IN FLOOR MILLWORK PANEL --MILLWORK PANEL SCREENING 1/2" GYP. BOARD BY BUILDER BY BUILDER CONSTRUCTION DRAWINGS: 10 STRAPPING CUSTOM 13 FLOOR TRUSS DETAIL JOB NO. PAGE NO. 14 FLOOR TRUSS DETAIL 15 FLOOR TRUSS DETAIL HEADER DETAIL (_17 HEADER DETAIL 22 SCALE: 3/4" V-10" SCALE: 3/4" V-0" 22 22 SCALE: 3/4" = l'-O"" 22 �SCALE-�3/4" 22 SCALE: 3/4" = 1'-0" 9839 22 RAFTER (2) 1/2"DIA. x 4" MACHINE BOLTS W/ FASTEN HANGER ONTO RIDGE BM. NOTES: WASHERS FOR EACH 3 1/8 x - RAFTER WITH WS25 SCREWS PROVIDED L(2) 1/2"DIA. x 4" MACHINE BOLTS W/ (1/4" X 2.5" HEX HEAD) SHERS FOR 3 1/8"x ROOF BM. - - ,, PLAN VIEW S85 STRAP W/ SINGLE ROOF BEAM HANGER �= 16D NAILS WRAPPED OVER `¢ I ° SPLICE CUT IN (8) 8D COM. NAILS PER RAFTER ITEMS INDICATED WITH "BY BUILDER" ARE NOT PRICED OR r =_ - 5 x_ RIDGE BEAM IN RAFTER DDOOUBLE ROOF BEAM HANGER RAFTER PLAN VIEW INCLUDED IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. DADO IN RAFTER TO RAFTER I'___ __'I RECIEVE SIDING )GE BEAM IT IS THE CLIENT AND CONTRACTORS RESPONSIBILITY TO (VERTICAL ONLY) I K I 1 0 oil /8" CRITICAL MINIMUM DECK HOUSE HANGER SPLICE CUT IN �� — 3 1/8"x- RIDGE BEAM ACQUAINT THEMSELVES WITH THESE ITEMS AND COME TO A CUT AT DECKING I 5"x—RIDGE BEAM �I NO SHRINKAGE (SEE PLAN FOR ROOF BEAM3/8- CONTRACTUAL AGREEMENT. LLOWANCE REQ D) QW i ) (NO SHRINKAGE I' 'I DESIGNATION 12 12 RIDGE BEAM 7 1/2 ALLOWANCE REQ'D) 3 A PRE-CUT BUTYL TAPE n / , n n n ' (2) 1/2x6 LAG BOLTS I Oil ,, „ 7 1/2 3x6 LAMINATED DECKING SITE APPLIED FULL DEPTH 1 — , t t 1 t (2) 1/2x6 LAG BOLTS 3x6 LAMINATED DECKING— Oil IOF BEAM. TRIM AT DECKING OR WRAP ON TOP OF BEAM ,, ,, r___ _ ___ (8) 8D COM. NAILS ON SINGLE LAYER) BEFORE t t KST 227 1 i 1 1 ,, , , I, _ - , FASTEN HANGER ONTO RIDGE BM. ECKING IS INSTALLED. I I SIDES PER RAFTER l I ( ) WITH WS25 SCREWS PROVIDED ! I u I1 _ __ ° 'I SPLICE CUT IN RAFTER (1/4" X 2.5" HEX HEAD) ,! ' BEAM STRAP KST-216 EA. __ ° ° ° __ __ !! -SIDE FASTENED W/ (22) 10D _ NA 20D NAILS ° ° 5121 ANGLES , __ __ , ° ° ° I; ;I ROOF BEAM RAFTER HANGER GALV. NAILS. ° ° ° NA 20D NAILS ° I1 11 HANGER AS PER PLAN AS PER PLAN ! CUT IN POST , CUT IN POST ° ° ° RAFTER II I(2) 1/2"DIA.x4" MACHINE BOLTS LAMINATED RAFTER E II TRIM TO COVER --i i li 1 W WASHERS FOR EACH RAFTER AS PER PLAN l !' DAP FOR STRAP: 5 x POST FREE STANDING , , I; ;I (2) 1/2'DIA. x 4 MACHINE BOLTS W/ RAFTER 2 1/2"WIDEx6 1/2"LONGx3/16"DEEP AS PER PLAN POSTS ; , POST AS PER PLAN I� �I BEAM HANGER INSTALLATION WAASHERS FOR 3 1/8"x ROOF BM. I 1 L Layout and install hanger on ridge beam prior to setting ;I POST RABBETTED AS ' ridge 2 1 2" DIA.x6" MACHINE BOLTS W/ PER PLANna rl a beam. nails per side. O „ II 5n 3.Set roots beam to er ream bolt holes lace on site WASHERS FOR 5 x ROOF BM. 5' RIDGE BEAM With Vz.o drill to prevent damage to bolt threads. „ h Tighten bolts after rafters are aligned and set. 3 1/8 WIDE RIDGE BEAM 1 ROOF- BEAM- STRAP DETAIL 2 RIDGE BEAM- TO POST- 3 RIDGE BEAM TO POST k4 ,DOUBLE POST (DEPTH AS PER PLAN) RAFTER W/ HANGER 5 RAFTER TO 3 1/8" RIDGE W/ 23 NO SCALE 23 11/2" = 1'-0" 23 1 1/2" = 1'-0" (� RIDGE DETAIL SINGER BEAM SCALE: 1 1/2"=l' 23 FLUSH MOUNT HANGER SCALE: 1 1/2"=l' SPLICE CUT IN (2) 1/2"DIA. x 4" MACHINE BOLTS W/ NOTE: RAFTER PLAN VIEW IN ROOF BEAM IWASHERS FOR 3 1/8"x— ROOF BM. ROOF BEAM SINGLE ROOF BEAM HANGER FASTEN HANGER ONTO POST WITH WS25 SCREWS PROVIDED 5503 HANGER 2) 1/2" X 4" BOLTS FASTEN HANGER li 2 3/16" DIA. HOLES & ONTO RAFTER W/ WS25 SCREW W/ 2 WASHERS EACH �2 8D COM. NAILS ON TOP DECK HOUSE HANGER (1/4" X 2.5" HEX HEAD) AND 2 PINS ___ _____ - 8) 8D COM. NAILS ON SIDES (SEE PLAN FOR WITH WS25 SCREWS PROVIDED 1/2 X 2 3/4" (4) 1/2" X 6" LAG BOLTS ( DESIGNATION) POST (1/4" X 2.5" HEX HEAD) W/ 1 WASHER IN 1 1/2 DIA. PLAN VIEW „RIDGE BEAM r---- -----i COUNTER BORE 3/4 3/8" CRITICAL MINIMUM SPLICE CUT AS PER PLAN RAFTER DECK HOUSE HANGER (NO SHRINKAGE 3 1/8"X PURLIN F1_1 ALLOWANCE REQ'D) ----- --- - -f ) - SEEFfflSPLICE 12 ——— — I I- - - - - - - D3x6 LAMINATED DECKING 7 1/2 0 ! fl++ I T, I SPLICE CUT ---~ (2) 8D COM. NAILS ON TOP 7 1/2 ;r----- N � ROOF BEAM BOLTS (2) 1/2" X 4" W/ Q HANGER AS PER PLAN 2 WASHERS EACH (8) 8D COM. NAILS ON SIDES O BOLTS (2) 1/2" X 4" W/ 3t/s"x13f/z" RAFTER \ �'RIDGE BEAM 2-20D TOE NAILS2 WASHERS EACH r rr Tr \ L CUT IN ROOF BEAM + KST-216 STRAP + EXTERIOR SIDE (2) 1/2"DIA x 4" MACHINE BOLTS W/ WASHERS FOR 3 1 8%— ROOF BM. (OR PARTI. WALL SIDE) / \ (2) 1/2"DIA. x 6" MACHINE BOLTS W/ 31/s"x131/2" PURLIN I� WASHERS FOR 5 x— ROOF BM. W/CANT STRAP 5500 HANGER RAFTER PER PLAN POST AS PER PLAN W� WS25 SCREWS 3 1/8" X RIDGE INSTALLATION ORDER: NOTE: A D 2 PINS SINGLE BEAM HANG�(R IN TALLATION (ELEV. VIEW) 1/2 X 2 3/4" PURLIN/ RAFTER/ OF02ESINGLESHANGERFS R FERRTO(Ct%tO�ON RIDGE VALUES 6 ROOF BM. w SINGLE BEAM HANGER 7 RAFTERS TO CONTINUOUS POST g PANEL TIE TO RAFTER 9 PURLIN TO RAFTER 10 VALLEYS & RIDGE TO PURLIN 23 @ RIDGE DETAIL SCALE: 1 1/2"=1' 23 SCALE: 1 1/2" = 1'-0" 23 SCALE: 1 1/2" = 1'-0" 23 SCALE: 1 1/2" = 1'-0" 23 SCALE: 3" = 1'-0" PLAN VIEW PLAN VIEW PLAN VIEW. 1 3 1/8" X VALLEY RAFTER (4) 1/2" X 6" LAG BOLTS 3 1/8" X VALLEY BEAM RELIEVE END OF VALLEY W/ 1 WASHER IN 1 1/2" DIA. RAFTER RAFTER FOR HARDWARE COUNTER BORE LAG BOLTS (4) 1/2"X6" \ 3 1/8"X PURLIN WITH WASHERS / S _( 1 - --- � - - -( - - -—-—- - t—LAG BOLTS (4) 1/2 X 6 WITH WASHERS SEE TYPICAL RAFTER I I I I CONNECTION HARDWARE \ ' RAFTER \ �O I I / ---- ----� N \ I I — �Q I 44 3x6 LAM. ROOF OR 77 ROOF DECKING 4� LECK HOUSE HANGER T (2 1/4"x5 1/2" ACTUAL) (SEE PLAN FOR DESIGNATION) WALL SHEATHING Z Q 3 1/8 X RAFTER trx C5500 HANGER ie W/ WS25 SCREWS " I � O Lk AND 2 PINS 3 1/8 X RIDGE � �� 1/2 X 2 3/4" �� ,z a �� VALLEYS & RIDGE TO PURLIN 12 VALLEY TO INSIDE CORNER W 2 RAFTERS � f 11 / 13 VALLEY BEAM C� INSIDE CORNER 20D GALV. COMMON NAIL 23 SCALE: 3" = 1'-0" 23 RAFTER DOMINANT SCALE: 3 = 1 -0 �> 2 NAILS PER COURSE AT BEAM DECK HOU 23 RAFTER DOMINANT BEYOND Natural living Spaces ©COPYRIGHT BY EMPYREAN INTERNATIONAL,L.L.C. LAMINATEDDECKING 930 MAIN STREET,ACTON,MASS.01720 800-727-3325 www.Empyreanint.com PLAN VIEW METAL DRIP EDGE 17 NAILING DIAGRAM These plans may not be used in any way without written permission from the copyright owner. METAL DRIP EDGE ICE & WATER SHIELD (FIRST 5'-0") ICE & WATER SHIELD (FIRST 5'-0") 7/16 OSB.: STAGGER JOINTS 23 SCALE: 3" = 1'-0" EDWARD C. "TOBY" LENK 3 1/8" X VALLEY RAFTER OVER INSULATION. 5" PURLIN 7/16 OSB.: STAGGER JOINTS WHEELER ROAD, OVER INSULATION. 2X6 BLOCKING EACH INDIVIDUAL PLANK MUST BEAR ON AT LEAST ONE SUPPORTING MEMBER. ALL JOINTS SHALL MARSTONS MILLS, MA 02648 (1) LAYER OF 2" RIGID INSULATION SITE APPLIED BE END MATCHED AND ALL PLANKS SHALL BE NAILED TOGETHER WITHIN ONE FOOT OF EACH SIDE i OVER (1) LAYER OF 3 1/2" RIGID INSULATION (1) LAYER OF 2" RIGID INSULATION OF THE END JOINT. END JOINTS IN ADJACENT PLANKS SHALL BE ATLEAST TWO FEET APART, AND ' (STAGGERED STEAMS) END JOINTS IN ALTERNATE PLANKS SHALL BE MORE THAN ONE FOOT APART WHEN MEASURED OVER 1 LAYER OF 3 1/2" RIGID INSULATION ALONG THE SPAN OF THEDECKING. ELIMINATE N JOINTS IN 1 ROOF DETAILS E NG EL TEED 3 OF THE END SPAN COURSE. - - - 15 LB FELT O / / (STAGGERED STEAMS) / 7 1/2 12 30 LB FELT ABOVE 15 LB FELT USE THE NAILING PATTERN ILLUSTRATED FOR BOTH ROOF AND FLOOR DECKING (IF APPLICABLE). ' [LAG BOLTS (4) 1/2 X 6 3X6 LAMINATED DECKING 7 1/2" SCREWS NAIL EACH 3X6 COURSE TO BEAM SUPPORTS WITH (2) 20D NAILS PER COURSE. BETWEEN SUPPORTS SCALE AS NOTED TOE NAIL EACH COURSE TO TONGUE OF ADJACENT COURSE USING 8D NAILS AT 45' @ 30" O.C. WITH WASHERS ® 12" O.C. VERT. STAGGER ADJACENT ROW OF NAILS 15". USE ADDITIONAL NAILS 12" TO EACH SIDE OF END JOINTS. & 16" O.C. HRZ. * NOTE: DATE: THAT DECKING SHOULD NOT BE HANDLED WITH DIRTY WD 5/15/08 LZ 30 LB FELT ABOVE WD 5/29/08 LZ RAFTER ® 12" O.C. VERT. 3X6 LAMINATED & 16" O.C. HRZ. DECKING M ROOF BEARING OR CONSTRUCTION DRAWINGS: / (2) LAG BOLTS (4) 1/2 X 12 2X6 BLOCKING * REDUCE SPACING 1'-4 1/2" EXT. BEARING PANEL SITE APPLIED TO 8" O.C. AT FIRST OR AS PER PLAN * REDUCE SPACING O " 4' FROM EAVES AND TO 8" O.C. AT FIRST CUSTM 11/16 X 7 1/4 PRIMED CEDAR TRIM 11/16" X 7 1/4" PRIMED CEDAR TRIM 4' FROM EAVES AND 11/16" X 5 1/2" PRIMED CEDAR TRIM RIDGES. 11/16" X 5 1/2" PRIMED CEDAR TRIM RIDGES. JOB N0. PAGE NO. 14 VALLEY RAFTER TO PURLIN 15 EAVE: 5 1 /2 UNVENTED ROOF 16 RAKE: 5 1 /2" UNVENTED ROOF SCALE: 3" = 1'-0" 1 1 2" = 1'-0" 1 1 2" = 1'-0" 9839 23 23 / 23 / NOTES: CENTER LINE OF POST--! CENTER LINE OF BEAM & POST--I ROOF BEAM AS PER PLAN 12 12 , ITEMS INDICATED WITH "BY BUILDER" ARE NOT PRICED OR USE METAL BEAM STRAPS (KST 216) INCLUDED IN THE EMPYREAN INTERNATIONAL, LLC PACKAGE. 7 1/2 7 1/2 ONE EACH SIDE AT SPLICE. 8D GALV. COMMON NAILS 1" (TYP.) IT IS THE CLIENT AND CONTRACTORS RESPONSIBILITY TO ATTACHED WITH 10D GALV. NAILS EA. SIDE. ACQUAINT THEMSELVES WITH THESE ITEMS AND COME TO A (USE KST-216 ® OUTSIDE ONLY WHERE BEAM CONTRACTUAL AGREEMENT. CANT STRIP: MILLED FROM 3 1/8" CANT STRIP: MILLED FROM 5" IS ABOVE AND PALALLEL TO WALL) LAM. BEAM STOCK. LAM. BEAM STOCK. FACTORY APPLIED. _ FACTORY APPLIED. II\ o ° (I II o II o 3x6 LAM. ROOF OR ' 10 1/2 ±11 o II u ROOF DECKING 3 1 8"X10 1 2" PURLIN ° " „ „ / / � 5 X19 1/2 PURLIN II ° II o (2 1/4 x5 1/2 ACTUAL) II ° ° II e IL 1 3/4"-, 3/8' 2 3/8" II ° ° II L20D NAILS PER OCOUORSEAAT BEAM o (I „ IIttt o o II 111 BEYOND II o n WS45 I 8„ II o o II o WOOD SCREW PURLIN BEAM C�?16 o O.C. I i COVER BOARD I o �I a II ° o ° IT�u 1 II II DAP FOR STRAP 2 3/8" II I 2x6 WALL PANEL 2 1/2 WIDEx 8 LONGx 3/16 DEEP II LAMINATED DECKING I I RABBETTED POST AS PER PLAN 4 NAILING DIAGRAM 24 SCALE: 3" = 1'-0" EACH INDIVIDUAL PLANK MUST BEAR ON AT LEAST ONE SUPPORTING MEMBER. ALL JOINTS SHALL BE END MATCHED AND ALL PLANKS SHALL BE NAILED TOGETHER WITHIN ONE FOOT OF EACH SIDE OF THE END JOINT. END JOINTS IN ADJACENT PLANKS SHALL BE ATLEAST TWO FEET APART, AND 5" (WIDTH) POST �� » END JOINTS IN ALTERNATE PLANKS SHALL BE MORE THAN ONE FOOT APART WHEN MEASURED 2 1/2" 2 1/2" AS PER PLAN TYPICAL CRAFTSMAN POST TO ALONG THE SPAN OF THE DECKING. ELIMINATE END JOINTS IN 1/3 OF THE END SPAN COURSE. USE THE NAILING PATTERN ILLUSTRATED FOR BOTH RTS TH ((RO))OF AND FLOOR DECKING IF APPLICABLE) ORTS 3 BEAM CONNECTION TOE NAIL EACH COURSE TO TONGUEAIL EACH 3X6 COURSE TO EAM UOFOAD ALENT COURSE USIING 8DLS RNAIILS AT COURSE. 45' @ 30"ETWEEN O.C. STAGGER ADJACENT ROW OF NAILS 15". USE ADDITIONAL NAILS 12" TO EACH SIDE OF END JOINTS. TYPICAL ROOF BEAM 24 NO SCALE 2 TYPICAL ROOF BEAM THAT DECKING SHOULD NOT BE HANDLED WITH DIRTY 24 EXTERIOR WALL PANEL SCALE: 3" — 1'—O" 24 SCALE: 3" — 1'-0'> OR OILY HANDS TO AVOID SMUDGES ON FACE SURFACE. METAL DRIP EDGE METAL DRIP EDGE ICE & WATER SHIELD (FIRST 5-0") ICE & WATER SHIELD (FIRST 5-0") Q Q 7/16 OSB.: STAGGER JOINTS 7 16 OSB.: STAGGER JOINTS o OVER INSULATION. / `w' v 2X6 BLOCKING (1) LAYER OF 2" RIGID INSULATION OVER INSULATION. o o Uj OVER (1) LAYER OF 3 1/2" RIGID INSULATION (1) LAYER OF 2" RIGID INSULATION SITE APPLIED (STAGGERED STEAMS) OVER (1) LAYER OF 3 1/2" RIGID INSULATION 15 LB FELT (STAGGERED STEAMS) \\ 7 1/2" SCREWS 15 LB FELT @ 12" O.C. VERT. 12 30 LB FELT ABOVE >< "' & 16" O.C. HRZ. 7 1/2 3X6 LAMINATED DECKING x x 30 LB FELT ABOVE 3X6 LAMINATED DECKING 7 1/2" SCREWS 12" O.C. VERT. * 1'-4 1/2" & 16" O.C. HRZ OR AS PER PLAN REDUCE SPACING TO 8" O.C. AT FIRST 2X6 BLOCKING * REDUCE SPACING 4' FROM EAVES AND SITE APPLIED TO 8" O.C. AT FIRST RIDGES. 11/16" X 7 1/4" PRIMED CEDAR TRIM 4' FROM EAVES AND 1/16" X 5 1/2" PRIMED CEDAR TRIM RIDGES. ROOF BEARING BEAM BEYOND EXTERIOR WALL 5 EAVE: 5 1 /2" UNVENTED ROOF 6 RAKE: 5 1 /2 UNVENTED ROOF 24 1 1/2" = 1'-0" 24 1 1/2" = 1'-0" y 1 � f ... I•'I. b sx N a i h Di. DECK HOUSE Natural living Spaces ©COPYRIGHT BY EMPYREAN INTERNATIONAL,L.L.C. 930 MAIN STREET,ACTON,MASS.01720 800-727-3325 www.EmpManlnt.com These plans may not be used in any way without written permission from the copyright owner. EDWARD C. "TOBY" LENK WHEELER ROAD, MARSTONS MILLS, MA 02648 ROOF DETAILS SCALE AS NOTED DATE: WD 5/15/08 LZ WD 5/29/08 LZ CONSTRUCTION DRAWINGS: CUSTOM JOB NO. PAGE NO. 98392 4