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Home My WebLink About2021- Sign Off Transmittal - Builing Plans1X311X8 RAKES 1 12 j�, 12 12 4.5 ` s i �i I 122 M# PROPOSED LEFT ELEVATION J)(5/1X6 CONRNJER BDS — j. E11:11:1 01:10 r nil, F i , 9'X8' GENERAL NOTES: GARAGE DOORS A. 1. Before final Drawings and Specifications are issued for construction, they shall submitted to all governing building PROPOSED FRONT ELEVATION agenciesto insure their compliance with all applicable local and - national codes. if code discrepancies in Drawings and/or Specifications appear, the Designer shall be notified of such discrepancies in writing by Builder or building official, and allowed to alter Drawings and Specifications so as to comply REFER TO 2015 IRC with governing codes before construction begins. & 9TH EDITION MASSACHUSETTS CODE 2, upon written receipt of approval from the governing official, approved final Drawings and Specifications shall be submitted to the Builder by the Designer. 3. if code discrepancies are discovered during the construction REFER TO WFCM 110 MPH process, Designer shall be notified and allowed ample time to GUIDE , remedy said discrepancies. EXPOSURE B WIND ZONE G U 1 DE 4. All work performed shall comply with all applicable local, state and national building codes, ordinances and regulations, and all other authorities having jurisdiction. Following is a partial list of applicable codes in force: B. All contractors, subcontractors, suppliers, and fabricators, shall be responsible for the content of Drawings and Specifications and for the supply and design of appropriate materials and work P%7 G. All manufactured articles, materials and equipment shall be applied, installed, erected, used, cleaned and conditioned in strict accordance with manufacturers recommendations. W W ( j� D. All alternates are at the option of the Builder and shall be at the Q Builder's request, constructed in addition to or in lieu of the typical construction, as indicated on Drawings. W Z I -- E. DESIGNS by SPB LLC is not responsible for any plan discrepancies. 2 W ti Builder & Homeowner to review plans before start of construction. 0 Q O 0 (1) U) [ �\ 0 '`„LO cn P� PLAN DATE: 6-5-2018 12 r DRAWN BY: SPB 12 t r 12 12 12 SCALE: 1/4"=V-0" f \ UNLESS NOTED r, ------------ 11 LLj - — — - _rr ,0Eli I i rr rr==�, OPTIONAL ` — — j I �► ,� , �, , , } �. -- WALKOUT I ! II II I !I lE I 1 PROPOSED REAR ELEVATION PROPOSED RICHT ELEVATION l E O C: 10 E CD �t!! � P 00 Z -0 E W 00 N 0 _ Ch OD fl► C D ba vi C) (D 1..1.. 0 U) Cz W U 1 Ell 00 0z W 00 N OD Z ba VLO 1..1.. 0 U) W W cr 1 PROPOSED FLOOR PLAN 1,630 SQ.FT. as c0 V Q '�►�,t1'C W L E ao Z 0 c q co i 0 OL Tti 2 O W 0 E .� co u 0 c? @) co `v Q E M M PROPOSED FLOOR PLAN 1,630 SQ.FT. E V Q '�►�,t1'C W L E 0 Z 0 c q V i c,l OL PROPOSED FLOOR PLAN 1,630 SQ.FT. z E V Q '�►�,t1'C W L E 0 Z 0 c q V i OL Tti 2 O W 0 E .� co u 0 z @) co Q E V) p- 0 V/ c.c Vd LA `�.06 L�-Jj Cs CV �--. 00 E va V a_ `✓ Q 0 REVISIONS: cz V z V '�►�,t1'C W L uj Q m Z V V i Tti 2 O W 0 00 co � 0 z w co Q O V) Ln 0 V/ Vd cc `�.06 �--. 00 E W V a_ `✓ SPB 0 REVISIONS: F W W cr- z V W W uj Q m V V Tti 2 O W 0 00 i � Cr 0�Fr�" - - F- F- (f) 0 V/ Vd cc L) PLAN DATE: 6-5-2018 DRAWN BY: SPB REVISIONS: SCALE: 1/4" =1'-0" UNLESS NOTED I, r r f, f rr. ;. ,f 'i G' f� - j- L w 4 j rp w _- r , y -- --- --- BLOCKING &CONNECTIONS SHALL BE PROVIDED AT PANEL _ - - _ = -- --- --- --- _ _ _ _ _ un _ _ - --- --- a� FOR FURTHER INFORMATION REFER TO PG.7 TABLE 2 O Z OF THE WFCM 110 MPH EXPOSURE B WIND ZONE (GUIIDE). --- --- - - - --- -- --- - _ NAILING TO BE Sd FOR COMMON NAILS WITH SPACING AT 6' EDGE/12' FIELD. FURTHER INFORMATION REFER TO PG.7 TABLE 2 _ -- - 1 L• U 1 ��1 6X8 POSTWALLS ' mes>=vim=== �® 1 LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 10'-0" 06 z Z b a W 0 a O U U) ti PLAN DATE: 6-5-2018 DRAWN BY: W Q REVISIONS: X , SCALE: 1/4P= 11'-0" UNLESS NOTED m 3 � Z Z Y U Y U If 0 m --- --- - - - - - -- --- II --- --- --- -- --- -- 1 -- •, UJI u Lu In 1 IJ m m �N[ SxIN! N N N N N II Uaz %nw a —O ___ ___ - _ __ ___ ___ ___ ___ _-_ -__ ___ __ J w ___ __- -__ __- ___ ___ ___ _-_ ___ _-_ -__ ___ ___ --_ Z_ —U ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ -_- J m „ 1 W 1 m 7 p In 11 ! m y Z Z Y 4 O U 0 � m m dt o m F o u a 1\ F If I I IIII � , � � -_- -_ ' II •__ a If ,l it a (2) 2X10 P.T. BEAM i oil if s 1 1 1 I1 1 1 11 �, 11 111.- , ' 1111 1313 1 H { �� ________________ _ _ 1111 1111 lilt 1.14 1111 SEE ROOF FRAMING O „11 ' If 111 II FRAMING NOTES 1111 I I nn (3) 18° LVL BEAM FLOOR BRACING , 111, II O1 2X10 P.T. JOISTS @ 1211 O.C. - 11_ , (2) 2X10 P.T. BEAM � GARAGE - - --- - 6X6 P.T. POST 2X8 P.T. JOISTS @ 12" O.C. low - HURRICANE THRU-BOLTS W/ WASHERS. BLOCKING &CONNECTIONS SHALL BE PROVIDED AT PANEL BEAM MUST BEAR FULLY v ON 6'X6' NOTCH WITH EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS - cz "" CL - IN THE FIRST TWO TRUSS OR JOIST SPACES AND SHALL BE SPACED AT MAXIMUM 4 FEETON CENTER. NAILING m U un REQUIREMENTS ARE: BLOCKING TO JOIST --2-8d FOR COMMON NAILS & AT EACH END. � 1 aj W a� FOR FURTHER INFORMATION REFER TO PG.7 TABLE 2 O Z OF THE WFCM 110 MPH EXPOSURE B WIND ZONE (GUIIDE). s r � M FLOOR SHEATHING FASTENING NAILING REQUIREMENTS ARE: 314' T&G CDX PLYWOOD OR EQUAL lilt , nu Q � Q NAILING TO BE Sd FOR COMMON NAILS WITH SPACING AT 6' EDGE/12' FIELD. FURTHER INFORMATION REFER TO PG.7 TABLE 2 wUI cu n OF THE WFCM 110 MPH EXPOSURE B WIND ZONE (GUIIOE). L• U 1 ��1 6X8 POSTWALLS ' mes>=vim=== �® __O==-1=====°c - - - - - - - - LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 10'-0" 06 z Z b a W 0 a O U U) ti PLAN DATE: 6-5-2018 DRAWN BY: W Q REVISIONS: X SCALE: 1/4P= 11'-0" UNLESS NOTED m 3 � Z Z Y U Y U 0 m --- --- - - - - - -- --- -- --- --- --- -- --- -- UJI Lu In m m m �N[ SxIN! N N N N N Uaz %nw a —O ___ ___ - _ __ ___ ___ ___ ___ _-_ -__ ___ __ J w ___ __- -__ __- ___ ___ ___ _-_ ___ _-_ -__ ___ ___ --_ Z_ —U ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ -_- J 7 p In m y Z Z Y 4 O U 0 � m m m a a a (2) 2X10 P.T. BEAM , (2) 2X10 P.T. BEAM � GARAGE - - --- - 6X6 P.T. POST 2X8 P.T. JOISTS @ 12" O.C. low - SEE 110 MPH OPENING PORTAL SECOND FLOOR FRAMING PLAN NON -LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 29-W WALL SPACING TO BE 2X4 @ 16' O.C. WALL AT GARAGE DOORS TO 2X6 @ 16” O.C. EXTERIOR WALLS WOOD STUDS: LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 9-9" NON -LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 9'-9" WALL SPACING TO BE 2X4 @ 16' O.C. WALL AT GARAGE DOORS TO 2X6 @ 16" O.C. STUDS IN GABLE END WALLS: ADJACENT TO CATHEDRAL CEILINGS SHALL BE CONTINUOUS FROM THE CEILING DIAPHRAM. OR TO THE ROOF DIAPHRAM. DOUBLE TOP PLATE: SPLICE LENGTH = 4FT. MINIMUM WITH 14-16d COMMON NAILS EACH SIDE OF SPLICE. WALL OPENINGS: HEADERS TO BE 2X10 WITH 3- FULL HEIGHT STUDS (UNLESS NOTED). EXTERIOR WALL SHEATHING: SHEATHING TYPE TO BE 1/2' NAILED 4' O.C. EDGES/12, O.C. IN FIELD. SHEATHING (FULL SHEETS)TO SPAN FROM RIM JOISTS/BOTTOM PLATE TO TOP PLATE. - ROOFS ROOF OVERHANGS TO BE 1'-0' OR LESS. HURRICANE TIES TO BE SIMPSON H2.5A.. RIDGE STRAP CONNECTION TO BE SIMPSON LSTA15 1/2" COX PLYWOOD FASTENED WITH 8d COMMON NAILS @ G' EDGER" FIELD. -GABLE END WALL RAKE W/LOOKOUT BLOCKS TO BE Sd COMMON! NAILS - @ 4" EDGE -4" FIELD. BLOCKING TO BE PROVIDED IN FIRST TO RAFTERS/ ROOF TRUSSES @ 4'-0.O.C.. NOTE: THIS CHECKLIST SHALL BE MET IN ITS ENTIRETY. IF THE CHECKLIST IS MET IN ITS EN71RETY THEN THE FOLLOWING METAL STRAPS AND HOLD DOWNS ARE NOT REQUIRED PER THE WFCM 110 MPH GUIDE: A. STEEL STRAPS PER FIGURE 5 B. 2D GAUGE STRAPS PER FIGURE 11 C. UPLIFT STRAPS PER FIGURE 14 D. ALL STRAPS PER FIGURE 17 E. CORNER STUD HOLD DOWNS PER FIGURES 18A AND 18B 2X12 FLOOR JOISTS @ 1611 O.C. FIRST FLOOR FRAMING PLAN (2)1/2" DIAMETER HURRICANE THRU-BOLTS W/ WASHERS. BLOCKING &CONNECTIONS SHALL BE PROVIDED AT PANEL BEAM MUST BEAR FULLY v ON 6'X6' NOTCH WITH EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS - cz "" CL - IN THE FIRST TWO TRUSS OR JOIST SPACES AND SHALL BE SPACED AT MAXIMUM 4 FEETON CENTER. NAILING m U un REQUIREMENTS ARE: BLOCKING TO JOIST --2-8d FOR COMMON NAILS & AT EACH END. � 1 aj W a� FOR FURTHER INFORMATION REFER TO PG.7 TABLE 2 O co OF THE WFCM 110 MPH EXPOSURE B WIND ZONE (GUIIDE). s r � M FLOOR SHEATHING FASTENING NAILING REQUIREMENTS ARE: 314' T&G CDX PLYWOOD OR EQUAL lilt , nu Q � Q NAILING TO BE Sd FOR COMMON NAILS WITH SPACING AT 6' EDGE/12' FIELD. FURTHER INFORMATION REFER TO PG.7 TABLE 2 wUI cu n OF THE WFCM 110 MPH EXPOSURE B WIND ZONE (GUIIOE). L• U 1 ��1 6X8 POSTWALLS ' mes>=vim=== �® __O==-1=====°c - - - - - - - - LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 10'-0" SEE 110 MPH OPENING PORTAL SECOND FLOOR FRAMING PLAN NON -LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 29-W WALL SPACING TO BE 2X4 @ 16' O.C. WALL AT GARAGE DOORS TO 2X6 @ 16” O.C. EXTERIOR WALLS WOOD STUDS: LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 9-9" NON -LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 9'-9" WALL SPACING TO BE 2X4 @ 16' O.C. WALL AT GARAGE DOORS TO 2X6 @ 16" O.C. STUDS IN GABLE END WALLS: ADJACENT TO CATHEDRAL CEILINGS SHALL BE CONTINUOUS FROM THE CEILING DIAPHRAM. OR TO THE ROOF DIAPHRAM. DOUBLE TOP PLATE: SPLICE LENGTH = 4FT. MINIMUM WITH 14-16d COMMON NAILS EACH SIDE OF SPLICE. WALL OPENINGS: HEADERS TO BE 2X10 WITH 3- FULL HEIGHT STUDS (UNLESS NOTED). EXTERIOR WALL SHEATHING: SHEATHING TYPE TO BE 1/2' NAILED 4' O.C. EDGES/12, O.C. IN FIELD. SHEATHING (FULL SHEETS)TO SPAN FROM RIM JOISTS/BOTTOM PLATE TO TOP PLATE. - ROOFS ROOF OVERHANGS TO BE 1'-0' OR LESS. HURRICANE TIES TO BE SIMPSON H2.5A.. RIDGE STRAP CONNECTION TO BE SIMPSON LSTA15 1/2" COX PLYWOOD FASTENED WITH 8d COMMON NAILS @ G' EDGER" FIELD. -GABLE END WALL RAKE W/LOOKOUT BLOCKS TO BE Sd COMMON! NAILS - @ 4" EDGE -4" FIELD. BLOCKING TO BE PROVIDED IN FIRST TO RAFTERS/ ROOF TRUSSES @ 4'-0.O.C.. NOTE: THIS CHECKLIST SHALL BE MET IN ITS ENTIRETY. IF THE CHECKLIST IS MET IN ITS EN71RETY THEN THE FOLLOWING METAL STRAPS AND HOLD DOWNS ARE NOT REQUIRED PER THE WFCM 110 MPH GUIDE: A. STEEL STRAPS PER FIGURE 5 B. 2D GAUGE STRAPS PER FIGURE 11 C. UPLIFT STRAPS PER FIGURE 14 D. ALL STRAPS PER FIGURE 17 E. CORNER STUD HOLD DOWNS PER FIGURES 18A AND 18B 2X12 FLOOR JOISTS @ 1611 O.C. FIRST FLOOR FRAMING PLAN (2)1/2" DIAMETER HURRICANE THRU-BOLTS W/ WASHERS. TIES H2.5A BEAM MUST BEAR FULLY v ON 6'X6' NOTCH WITH A MIN 6'X6 P.T.POST. I I P -T. LEDGER BOARD W/ 2-2X8 P.T. BEAM GALVANIZED ALUMINUM .FLASHING & 5' (2) DGERLOK @ 24' O.C. SIMPSON ABLI66 W1 5/8" ANCHOR BOLT @ EACH SONOTUBE DECK SECTION DETAIL SCALE: 1/4"= 1'-0" P.T. BALASTERS. @ NO GREATER NOTE: GAURDRAILS FOR THAN 41NCHES AP RT DECKS OR BALCONIES TO BE MIN. 36" ABOVE FLOOR 4X4 P.T. PDST MAXIMUM POST SPACING= 6b' O.C. F. 1/Z' CARRIAGE BOLTS MR, (GALVANIZED HOT DIPPED) EXTERIOR DECK RAIL DETAIL SCALE: 1/2"=1'-0" S2 E J 0 v E v cz CL " m U Z cn CD � 1 aj W a� Q O co c s r � M v o Q � Q wUI cu n 0 S2 J 0 Q0 U Z W U � 1 aj W Q �c r � O o Q O wUI n L• U Q d �® 06 U b a W 0 a U U) ti PLAN DATE: 6-5-2018 DRAWN BY: W REVISIONS: X SCALE: 1/4P= 11'-0" S2 0 W U � G O W 0 U O wUI 0 o[ �® o = Cn� U U) ti PLAN DATE: 6-5-2018 DRAWN BY: SPB REVISIONS: SCALE: 1/4P= 11'-0" UNLESS NOTED S2