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HomeMy WebLinkAbout50 Park Ave plan 8U) w v � 0� �_j 0 © 0 00 N xi N li n (n < -- 0----- 5 4'x5 4" PSL I I w COLUMN DN I I O TO HEADERElf I I { II N I{ II 5 4„x5 4' PSL I 3-1 4>;x7 4„ X 1 COLUMN DN VERSA LAM 2.0 A 3100 OR EQUAL -- ------------- I I I ( w 5 4"x5 4" PSL ( I I Q O COLUMN DN ' I � I �{ _ II 00 `°o<tr ( { >„ N m MAN O 5 4"x5 4„ PSL 5 4 x5 PSL I Q w COLUMN DN FOR I{ I I I COLUMN DN FOR i QQ Elf -- HIP SUPPORT ke HIP SUPPORT QO T-- --- -- o- - -- -- - I ! o �y �� , u { 1 +9 N L 5 4"x5 4" PSL 3 z"x3 2„ PSL 4 COLUMN DN N ��P O� COLUMN DN ��� 5 4" x5 4" PSL BEAM R.3.1 00� - - BEAM R..4 COLUMN DN 3-1 3"x11 7" 3-1 3"x11 Z 4 8 4 8 VERSA LAM 2.0 3100 VERSA LAM 2.0 3100 OR EQUAL 5 4"x5 4" PSL OR EQUAL 5 4"x5 4" PSL 5 4"x5 4<9 " PSL COLUMN DN �� t I I COLUMN DN COLUMN DN 5 I"x5 I" PSI 1;> COLUMN DN 3 ° FPS 5 4 x5 4 PSL 3-1 x11 3-1"x9 4-1 4 x24 6 COLUMN DN" VERSA LAM 2.0 TO HEADER VERSA LAM 2.0 3100 OR EQUAL TO HEADER VERSA LAM 2.0 3100 OR EQUAL 3100 OR EQUAL HEADER FONT NUOU jHEADER - �(IV BEAM R.1 5.3 5 '"x5 ," PSL m 5 1"x5 1„ PSL T � �4- COLUMN4 DN < COLUMN DN < Q w 5 4"x5 4" PSL m m COLUMN DN 2XlO ® 16 O.C. SPF-2 ROOF RAFTERS OR EQUAL 3-1 4"x 1 1 8" 3-1 4"x > 1 1 8 VERSA LAM 2.0 3100 VERSA LAM 2.0 3100 OR EQUAL o — OR EQUAL -E LE111111 -- BEAM R.1 .1 i o cn BEAM R.2.1 7 ( -- - - - - - - -- Ir m - - - PM -------BEAM - ---- - - - 3 2„x3 2„ PSL 3 1"x3 1" PSL I- w � COLUMN DN COLUMN DN I { Q o Q �' 5 4"x5 4" PSL ' rr m �� 5 4„x5 4„ PSL ( ( COLUMN DN �c J N O COLUMN DN { m x m '/% I O N O SECT 1 BITUTHANE WATER AT PERIMETEF `-3-2X6 HEADER BELOW 2X12 @ 16" O.C. SPF-2 ROOF RAFTERS OR EQUAL ROOF FRAMING PLAN ASPHALT SHINGLES WITH 15 LB UNDERLAYMENT 5/8" EXTERIOR PLYWOOD SHEATHING RAFTER DRILL HOLES IN BLOCKING TO PROVIDE AIR VENTILATION I 0 RAIN SNOW BAFF ROOF SHINGLI II ROOF RAFTER R-49 INSULATION PROVIDE GUTTERS AND DOWNSPOUTS' ATTI JOISTS CONTINUOUS VENT WITH SCREEN R-20 INSULATION WITH VAPOR BARRIER 1 /2" GYPSUM CEILING 1 /2" EXTERIOR PLYWOOD TYVEK BARRIER 1/2" GYPSUM WALLBOARD SIDING TYPICAL ROOF EAVE DETAIL SCALE: NTS EN DISTA w a 0 0 N J I Z) �0 °- w U Q O z. N x N BEAM and �.r— STRAP SYMPSON MIDGE STRAP DETAIL - ------------ II II II V) I II II � __=_ - _____� _i If ;i o 0 II 11 O II II O II I II II II M it II it II II I II II 12" (TYP.) II -I i I 12" (TYP.) II II II II II II OD SUBSTRATE IDES OF RIDGE --- BEAM CONTINUOUS RIDGE VENT SCALE: NTS NOTE: RIDGE AND SOFFIT VENTS ARE NOT NEEDED IF SPRAY FOAM INSULATION IS USED ON ROOF L/\L LLV V LI\ DOUBLE JOIST SPACE TO ALLOW FOR PIPES NO PARTITION BELOW NOTE: II II 5/8 ROOF SHEATHING ATTACHED WITH 8D OF COMMON NAILS. 6" EDGE/ 6" FIELD GABLE ENDWALL RAKES 8D - 4" EDGE / 4" FIELD. ROOF OVER FRONT PORCH ALL RAFTERS MUST BE CONNECTED TO ROOF BEAMS WITH SYMPSON HANGERS ROOF PLAN SCALE: 112=1' 2X10 @ 16" O.C. SPF-2 ROOF RAFTERS (SEE FRAMING PLANS) 2X12 0 16" O.G. SPF-2 ROOF RAFTERS (SEE FRAMING PLAINS) _IBER BATT INSULATION--\ OR BARRIER OR FOAM INSULATION , 12 16.5 F U O � Z o 12" (TYP j oZ 0� 0 o I, �o a r O 100 R-20 FIBER BATT INSULATION- ° N° WITH VAPOR BARRIER OR FOAM +1 INSULATION 1 /2" EXTERIOR PLYWOOD ---/` TYVEK BARRIER—` 2"x6" ® 16" O.C.--, STUD WALL MIN 01/2" GALVANIZED J-BOLTS 0 MAX 32" O.C. DAMPPROOFING —\ �1- z MIN 3,500 psi CONCRETE 10" R-10 RIGID INSULAiTION- (oPTI'oNAJL) #4 REINFORCEMENT BARS, GRADE 60 MIN 2" CLEAR COVER' SYMPSON HURRICANE CLIPS MUST BE USED FOR RAFTER TO WALL CONNECTION USE SYMPSON RIDGE STRAP ON EACH RAFTER LOAD BEARING STUDS MUST BE #2 OR STUD GRADE AT MAX. 16" O.C. USE MIN. 3' HIGH STUDS FOR HEADER SUPPORT 4-1 J"x24" VERSA LAM 2.0 3100 RIDGE BEAM PARTITIONS BEARING BETWEEN JOISTS I 1 I �- FINISH JOISTS BLOCKING UNDER AT 16" O.C. PARTITIONS PARTITIONS PARALLEL TO JOISTS PLYWOOD SUBFLOOR �-------� FINISH ;m Z_ O L - - J JOIST TOP P LATE - I------- ( FINISH STUD FINISH NO PARTITION ABOVE NO PARTITION BELOW PARTITIONS PERPENDICULAR TO JOISTS NON ERRING INTERIOR PARTITIONS TYPICAL DETAILS I I I I I I I I I I I JOIST 7T2X4 BLOCKING AT 16" O.C., STUD I I I 1 X6 I I NAILER NO PARTITION ABOVE BRIDGING ( I 2X4 I BLOCKING AT 16" O.C. PARTITIONS PARALLEL TO JOISTS SOLE 1 PLATE —� I 2-2X4 FINISH I I TOP PLA I PARTITIONS PERPENDICULAR TO JOISTS REARING INTERIOR PARTITIONS TYPICAL DETAILS CROSS-SECTION TROUGH THE �� �� �SLl HlU> 1►.. 1" USETT ��sgcNEEDHAM, MASSACHUSETTS 02494 MAIN ROOF (SECTION 1-1) Riff TELEPHONE: (781) 449-8200 FAX: (781) 449-8205 JG