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HomeMy WebLinkAbout37330-Z GENERAL NOTES DESIGN CRITERIA: / / 3 73 -pct �I PROPOSED ADDITION Z 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. o O ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS AND DECKS - 40 PSF. BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. 0 CONSERVATION CODE, AND LOCAL AUTHORITIES. WIND SPEED - 120 MPH -- 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B i MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE �33 g T� 3. ALL LUMBER SWILL BE GRA E STAMPED DOUGLAS FIR- FROST LINE DEPTH - 36" TERMITE - MODERATE TO HEAVY LARCH STRUCTURAL GRADE q2 OR BETTER. LI' N DECAY - SLIGHT RESIDENCE 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ICE SHIELD UNDERLAYMENT REQUIRED - YES STAIR AND FLOOR OPENINGS POSTS AND PARALLELPE PARTITIONS, EXCEPT AS NOTED ON DRAWING, DESIGN IN ACCORDANCE WITH AMERICAN FOREST 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUAL EAST MARION NY NOT EXCEED 8.0 FT. i, FLOOR BEAMS. SPACING NO 0 E CE FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD i �� � � � ® 8125 MAIN STREET 6. ALL DIMENSIONS AND GRA E CONDITIONS TO BE VERIFIED BY CONTRACT PRIOR PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS. THIS El❑ 0 ARCHITECT FOUNDATION OFEPWOD�2 TSR AND GRADS DEBRIS PROTECTION SCHEDULE 1) FRANK UELLENDAHL LESS THAN 5%. CONTRACT R SHALL VERIFY THAT 123 CENTRAL AVENUE THESE CONDITIONS ARE MET. ALL FILL BENEATH o o Sts CONCRETE SLABS TO BE COMPACTED TO 95% PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS CREENPORT,P.o.B.B 11944 RELATIVE DENSITY. OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, TEL: 631-477 8624 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER THE GLAZED OPENINGS OF THE PROPOSED WINDOWS OPOSED REAR ELEVATION OWNERS BY TRIPLE UPRIGHTS. ALL HEADERS TO BE MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. BARBARA & BILL CLAYTON 8. PROVIDE FIRESTOPPING AT ALL LEVEL WINDOW SCHEDULE MAIN STREET PENETRATIONS EAST MARION, NY 11939 TEL: 618-477-8370 9. PROVIDE FLASHING AT ALL ROOF BREAKS, PROPOSED WINDOWS ARE ANDERSEN PRODUCTS, 400 SERIES, AND DECSKSSKKYYLGHTS, EXTERIOR DOORS, WINDOWS WHITE EXTERIOR, UNFINISHED ON INSIDE, NO GRILLES, GLASS TO BE HIGH PERFORMANCE LOW-E4 GLASS R 10. DO NOT SCALE DRAWINGS. SCREENS ARE PROVIDED FOR ALL WINDOWS 11, DESIGN CONSULTANTS OR RECORD ARCHITECT- DH-WINDOW HARDWARE: ESTATE SERIES, SATIN NICKEL - b ENGINEER ARE NOT RESPONSIBLE FOR THE WITH FINGER LIFTS, SATIN NICKEL INSPECTION SUPERVISION OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. Mark Size Description Quantity ® ® ® ® q 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO A TW2452 DOUBLE-HUNG WINDOW, MBR 6 FACILITATE CONSTRUCTION AND SHALL NOT BE B TWT2415 TRANSOM, MBR 4 CONSTRUED AS A CONTRACT BETWEEN BUILDER AND C TW2042 DOUBLE-HUNG WINDOW, M.BATH 2 v+ s � OWNER. D 1W2642 DOUBLE-HUNG WINDOW BR3 MBR 2 t E FCM4646 VELUX SKYLIGHT stations 2 FA 3, THIS STRUCTURE HAS BEEN DESIGNED IN stationary Porch Roo( Extension ACCORDANCE WITH THE NEW YORK STATE ENERGY M ❑ CONSERVATION CODE. 14, ARCHITECT TO BE NOTIFIED IN WRITING OF ALL s CHANGES PRIOR TO AND DURING CONSTRUCTION. 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND SPECIFIED BY OTHERS. 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND EXISTING REAR ELEVATION INSURANCE NECESSARY TO PROTECT THE ENGINEER p o AND owTER. 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS 2ND FLOOR ADDITION ON TOP OF EXISTING KITCHEN/DINING ROOM S DATE: VD/1672012 UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. TO PROVIDE LARGER MASTER BEDROOM SUITE SCALP N.T. DRAWING SCHEDULE EXISTING BR 3 TO BE CONVERTED TO DRESSING AREA 3� TITLE SHEET A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES EXISTING BACK PORCH ROOF TO BE EXTENDED TO WRAP AROUND KITCHEN ° General Notes A-2 SITE PLAN Design Criteria A-3 EXISTING 1ST AND 2ND FLOOR PLANS 9 A-4 PROPOSED 2ND FLOOR PAN X. NAME A-5 SECTION A-A BUILDING PERMIT APPLICATION A-6 SECTION B-B A-1 A-7 ELEVATIONS DWG. NO A-8 CONNECTORS JUNE 15, 2012 A-9 NAILING SCHEDULE - FRAMING NOTES FRANK W. UELLENDAHL, ARCHITECT P.O. BOX 316 GREENPORT, NEW YORK 11944 pROpFR AREA SUMMARY PROPOSED ADDITION ry�NF LOT AREA = ca.22,727 SF = 100.00% o Z EXIST'G BLDG. COVERAGE = ca. 1,928 SF 0 EXIST'G SHED = ca. 250 Sl- EXIST'G FEXIST'G BLDG. COVERAGE = ca. 1,470 SF ADDED BLDG. COVERAGE = ca. 0 SF TOTAL BLDG. COVERAGE = ca. 3,648 SF = 16.10% EXISTING STRUCTURES RESIDENCE �o �Q EAST MARION NY �o PROPOSED 2nd FLOOR ADDITION 8125 MAIN STREET 40' FRONT YARD PROPOSED 1st FLOOR PORCH ROOF EXTENSION ARCHITECT FRANK UELLENDANI 123 CENTRAL AVENUE a P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 D Q � o �, � OWNERS BARBARA & BILL CLAYTON 8125 MAIN STREET 969q' EAST MARION, NY 11939 TEL: 618-477-8370 17.5' � � 4 � _ EXISTING 1ST FLOOR g EXISTING 2—STORY PORCH ROOF RE DENCE PROPOSED IST FLOOR PORCH ROOF EXTENSION 17.8' --- 160 SF 3 PROPERh,(lN � � f EXISTING SHED 0PROPOSED 2ND FLOOR ADDITION EXISTING POOL EXISTING 1—STORY o 315 SF 06/15/2012 RESIDENCE PROPOSED SITE P N SITE PLAN 255.62 SCTM# = 1000-31-02-3 W. NAME TOWN OF SOUTHOLD A-2 K COUNTY, NEW ORK ®i� BWG. No ❑ PROPOSED ADDITION � Z STUDY O FRONT PARLOR is uvlNc ROOMO !I 2ERESIDENCE [PORCH EAST MARION, NY °N 1 8125 MAIN STREET !n w o w$ ARCHITECT DRY RM. FRANK UELLENDAHL 3.5'X9.5' LSL flush BEAM 123 CENTRAL AVENUE P.O.BO% 316 GREENPORT, NY 11944 WOOD DECK TEL: 631-477 8624 PORCH DINING ROOM —1 Ls= — OWNERS _ � BARBARA & BILL CLAYTON 3.5'X9.5 LSL flush BEAM = KITCHEN .;'i =g 8125 MAIN STREET ------ a ®� EAST KARION, NY 11939 a TEL: 618-477-8370 Il k 11 EXISTING 1ST FL. PLAN _ SCALE: 1/8" = 1'—O" E D A � 2 O 2X8 C.J. ® 16" O.C. w/ BRIDGING ° INSTALLED ON TOP OF EXT'G 2X6 C.J. 1* BEDROOM 1 BEDROOM 2 i • U 1. ig F / BEDROOM 3 63 i / o r PORCH ROOF -- DATE: 06/15/12 SCALP 1/8'= 1-0" WOOD DECKAS 3 _ c BUILT FLOOR PLANS _ = DWG. NA4E EL - _ EXISTING 2ND FL. PLAN e�DWG. NO A-3 -- SCALE: 1/8" = 1'-0" PROPOSED ADDITION � Z 0 ED ' BEDROOM 2 BEDROOM 3 RE RESIDENCE EAST MARION NY 8125 MAIN STREET EXISTING WINDOWS ---- -- ---- -- - - - – d TO BEREPLACED ARCHITECT FRANK UELLENDAHL 123 CENTRAL AVENUE HALLWAY - a - P. GREENPOR .BOX 316 - - i CO S D DRESSING AREA 944 TEL: 631-477 8624 ----- 93 SF OWNERS DN a � - - _r� 1 BARBARA g BILL CLAYTON i W.I CLOSET 8125 MAIN STREET i EAST MARION, NY 11939 '-2 t/2 a, ,39A _2 III ; TEL 618-477-8370 _6 9" OP NG �_ o HEADER: 3.5" LSL -- --s� - W. E( cri - 1^ 5 D I 4t n , - –– 2X4 . ® 16" 0 i i 41-6n '-k – []A (2)PW2452 - 3' ° - � _ - _. SHOWER ' •. - 0 32"x66"TUB _ 0 )� -e 5D_°X_49 2X4 POST, typ. - -- - - MBR SUITE 408 SF o - – y ---- o CLGCLG. HGT.: 10'_0"— o ❑E FCM4646 � ' - MASTER BATH CLG NGT.: 7'-6" -i – -- ® KING 76"XBO"cl� d2 ® s ED LINEN CL a 3 r w � 0 LEGEND ❑A TW2452 J -4.1/2 6°–_. 4-6° DATE: 06/15/2012 NEW WALL 2'-s 1/2' _ 20'-1 1/2" SCALE: 3/16'= r-o" EXISTING WALL 3 PROPOSED DEMOLITION 2ND FLOOR PLAN 2ND FLOOR ADDITION = 315 SF G. NAME DRESSING AREA = 93 SF 2ND FLOOR PLAN © DWG. NO A-4 TOTAL MBR SUITE = 408 SF SCALE: 3/16" = 1'-0" ❑ PROPOSED ADDITION 0 Z DECORATIVE RAILING: 12'-9 112" + 04 CEDAR POST w/ 2X2 BALUSTERS @ 5" O.C. - & CAP RAILy RESIDENCE EPDM RUBBER ROOF SYSTEM ON 1/2" TRT'D PLYWOOD AND 1X3 SLEEPERS EAST MARION NY VENTED PITCHED @ 1/8" OVER 1'-0" 8125 MAIN STREET ROOF OVERHANG - ' ' & DRAINED TO GUTTER AND LEADER i� (2) 2X6 TOP PLATE w/ HURRICANE CLIPS ARCHITECT 2X12 R.R @16 G.G. g 23 FRANK CENTRAL AVENUEHL w/R-30 BATT INSULATION o OBOX 3'16 GREENPORT, NY 11944 TEL 631-477 6624 I ' F1 0 1/2" GYPSUM BOARDFS OWNERS 0 2X6 STUD WALL @ 16' O.C. BARBARA & BILL CLAYTON w/ R-15 HIGH DENSITY BATT INSULATION EAST 81MARION, IN STREET Ll & 5 8 CDX PLYWOOD SHEATHING TEL: N-an-1379 W/ EK HOUSE WRAP BR 2 DRESSING ROOM MASTER BEDROOM z,,— U HardiePlank LAP SIDING, COLOR TBD 5 a c TO ALIGN MBR FLOOR WITH EXT'G FLOOR v INSTALL FIRRING STRIPS ON TOP OF EXT'G 2X8 C.J. @ 16" O.C. 1 (VERIFY IN THE FIELD!) ; r 21 N � N \ � LIVING ROOM LAUNDRY KITCHEN R-17 BATT INSULATION V N I I EXISTING CRAWL SPACE L5 EXISTING BASEMENT SATE 0612 SCPLE 1/4'4'=I'1'--0° 0 3 SECTION A-A o WEST ELEVATION LE W. NAME SECTION A-A W. NO A-5 SCALE: 1/4" = 1'-0" ❑ PROPOSED ADDITION 0 Z �s CONT. RIDGE VENT 26 RIDGE BEAM - INSTALL RIDGE TENSION STRAPS RESIDENCE 4 8d COMMON NAILS IN EACH END OF 1-1/4" 20 GAGE STRAP 2X6 R 0 F RAFT R 0 16" 0. . w R- IN TI N 0 E S C JO SULA 0 2X4 c.J.® Is° O.C. EAST MARION, NY 8125 MAIN STREET 12 3 'I ARCHITECT (2) X TOP PLATEI w/ 10 ICANE CLIPS FRANK UELLENDAHL 123 CENTRAL AVENUE o -- o P.O.BOX 316 o - - GREENPORT, NY 11944 TEL 631-477 8624 OWNERS i� A BARBARA & BILL CLAYTON --- - 8125 MAIN STREET —D �j _.-_. DRESSING RM EAST MARION, NY 11939 3 TEL 618-417-8370 rn :� - - — — — — — — — — — — — — o T '0 6 cv LAUNDRY DINING RM ME EXISTING CRAWL SPACE Ll 0 - - - - - - - - - DATE: 06/15/2012 SCALE: 1/4"=1'-0" 3 SECTION B—B o WEST ELEVATION W. NAME SECTION B-B ©� W. NO A-s SCALE: 1/4" = 1'-0" PROPOSED ADDITION e Z 0 ❑ ❑ � RESIDENCE ' ' �' � EAST MARION NY II 8125 MAIN STREET ARCHITECT FRANK UELLENDAHL _ 123 CENTRAL AVENUE o P.O.BO% 316 GREENPORT, NY 11944 ❑ HIRAM TEL: 631-477 8624 OWNERS BARBARA & BILL CLAYTON 8125 MN STREET EAST MARION, NY 11939 8370 EAST ELEVATION SCALE: 1/8" = 1'-0" ❑ � c ❑ �. 3 � �=M � � W I 0 y - ------------- ----------- DATE: 06/15/2012 -- ❑ - SCALE: 1/8"= I'-0" E E. PROPOSED IELEVATIIONSS i DWG. NAME A-7 SOUTH ELEVATION NORTH ELEVATION SCALE: 1/8" = 1'-01, SCALE: 1/8" = 1'-O" PROPOSED ADDITION Z 0 HURRICANE CLIP S TYPICAL. (ALTERATE CLIP sa H3 SHOWN) RAFTER TO TOP PLATE RESIDENCE TOENAILED MREQUPDLIN EACH AFTER AN TOP PLATE AST MARIOIN SN, N DOUBLE TOP PLATE ET SIMPSON H2A HURRICANE CLIP NAILED. FROM PROVIDE Sd COMMON RAFTER TO STUD. — NAILS ® 4" O.C. AT ARCHITECT TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL - 4 - 8d NAILS EACH END SHEATHING. -._- FiEAQE:E? - - -_ FRANK BELLENOAHL - - R 123 CENTRAL AVENUE o P.O.BO% 316 APA RATED PLYWOOD TO GREENPORT, NY 11944 EXTEND TO TOP OF TOP TEL: 631-417 6624 PLATE. OWNERS 2 x 6 STUDS 016" O.C. BARBARA & BILL CLAYTON 8125 MAIN STREET EAST MARION, 7 11939 8370 R.O. FOR WINDOW 2ND FLOOR y '1 1-1/4" 20 GAGE STRAP W/ 1-1 4 20 GAGE STRAP W/ 5 — 8d NAILS ® EACH 1ST.FL. / 1 STUD — EACH END — TYP. 6 — 8d NAILS ® EACH 1S .FL. ( MAX. 48" D.C, ) STUD — EACH END — TYP. ( MAX. 48" D.C, ) F\—PLYWOOD SHEATHING TO OVERLAP BOX T 0 BEAM - TOP + BOTTOM. EXISTING CCAALE. B6/,5/NTS 1 ST FLOOR CONNECTORS o CRITICAL PATH NAME SECTION ELEVATION DWG. A-8 ©� DWG. NO HOLD DOWN + SHEAR CONNECTION CRITICAL PATH FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM PROPOSED Joint Description Nail Sizes Nail Spacing 9 ADDITION 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED ROOF FRAMING O DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR X Rather to Top Plate (Toe- ailed) - all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 - 8d per rafter BETTER. Ceiling Joist io Top lace Toe-naled' n/ per joist Ceiling Joist io Parallel Rader (Fa e-nailed) n� each lop 8 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5 8" Ceiling Joist Laps oveer Partitions �Foce-nailed) n/0 each lap MIN. THICKNESS OR AS NOTED. / Coltar 9ie to Rafter((Face-nailed) n/a per tie Blockin to Rafter Io -nailed+ 2 - 8d each end Rim Board to Rafter End-naied) 2 - 16d each end 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3V4" MIN. THICKNESS. ALL EDGES OF WALL FRAMING PLYWOOD TOB SET ON SOLID BLOCKING. GLUE AND RESIDENCE NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plate to Top Plate (Fac -nailed) 2 - 16d per foot Top Plates at niersections Face-nailed) 4 - 16d oints-gach side EAST MARION NY 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Stud to Stud Face-nailed) 2 - 16d 24 o.c. WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Header to Header (Face-nailed) 16d 16" o.c. along edges 8125 MAIN STREET TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 2 - 16d per 2x6 stud 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 2 - 16d per 2x8 stud ARCHITECT AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Foce-nailed) 2 - 16d per foot FRANK UELLENDAHL ® 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR 1 123 CENTRAL AVENUE o CIRCULATION IN ROOFS. FLOOR FRAMING P.O.BOX 316GREENPORT, NY 11944 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Joist to Sill Top Plate orirder (Toe-nailed) 4 - 8d per joist TEL 631-477 8624 stairs etc. ) OR AS NOTED ON DRAWINGS. Bridling to Joist (Toe-nailed 2 - Bideach end < Bloc ing to Joist Toe-noileal 2 - 8d each end OWNERS 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Blockingp�to Sill or Top Plate ( Toe-nailed) 3 - i6d each block Ledger Strip to Beam (Face-nailed) 3 - 16d each joist BARBARA & BILL CLAYTON PARTITIONS OR AS NOTED ON DRAWINGS. Joisl on Ledger to earn (Toe-nailed) 3 - 8d per joist 8125 MAN STREET Bond Joist to Joist End-nailed) 3 - 16d pertoast tj EAST MARION, NY 11939 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Bond Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per loot 618-477-8370 WITH RATED GALVANIZED METAL CONNECTORS BY 'TECO" OR APPROVED EQUAL. ROOF SHEATHING Structural Panels Bid 4" ox, perimeter zone O other 6 o.c. edges of 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. panel, 12" o.c. interior BUILDING CODE AS A MINIMUM, ALL 2X6 STUDS of panel SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Diagonal"Boorq Sheathing " ALL EXTERIOR NAILS SHALL BE GALVANIZED. 1" x 6 or i x 8 2 - 8d per support h or wider 3 - 8d per support f 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" CEILING SHEATHING j. O.C. EXTERIOR EDGES AND 6 d ® 12" o.c. INTERMEDIATE. Gypsum Wallboard 5d 7" edge / 10" field 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING WALL SHEATHING F AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels Sd 6" edge / 12" field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE Fiberboard Panels AND STUD WITH GALVANIZED HURRICANE TYPE 7 / 16" 6d 3" edge / 6" field CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR 25 / 32" 8d 3" edge / 6" field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDERGypsum Wallboard 5d 7" edge / 10" field CONNECTIONS. Hardboard 8d 6" edge / 12", field Particleboard Panels 8d 6" edge / 12 field 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Diagonal Board Sheathing PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL 1" x 6' or 1" x 8" 2 - 8d per support PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 1" x 10 or wider 3 - 8d per support HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED o AS PER MANUFACTURERS RECOMMENDATIONS, WEB FLOOR SHEATHING a STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND Structural Panels DATE: 06/15/2012 BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" edge / 1�" field SCALE: N.T.S LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 1" or less Sd 6" greater than 1" 0d 6" edge / 6 field PERIMETERS. HANDLING, STORAGE, AND ERECTION OF 3 y, FRAMING NOTES COMPONENTS SHALL BE AS PER MANUFACTURERS Diagonal Board Sheathing " RECOMMENDATIONS. 1" x 6" or 1" x 8 2 - 8d per support Nailing Schedule 1" x 10 or wider 3 - 8d per support _ 14. ALL MULTIPLE LVL PRODUCTS TO HAVE TRUSSLOK CONNECTORS DWG. NAME BY 'FostenMaster' 0 16" O.C. Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. H wall sheaihinq is nailed 3" on-center at the panel edge to obtain higher shear capacities nailing requirements for structural members shall A-9 be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. E i i 1 1 When wall sheathin4 is continuous over connected members , the tabulated number of nails shall be ©�a 16' I6' be reduced to 1 - he nail per foot. DWG. NO permitted to