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Home My WebLink About34046-ZOF_NERAL 40TES CONSTRUCTION NOTES: FOUHDATION NOTES: FRAMING NOTES WIND FRAMING NOTES DECKAND COVERED PORCH NOTES: PLUMBING NOTES HVAC SYSTEM NOTES ELECTRICAL NOTES: NAILING SCHEDULE ROOF FRAMING: ~IL NNL NOTES IOtNT DESCRIPTION QTY, SPACING RAFTER TO 8' WALL: 3~d COMMON EACH TOE-NAIL WALL FRAMING' :LOOR FRAMING: NOTE,~ PER FACE NAIL FOOT EE NOTE. 1 JOINTS FACE 24' FACE NAIL FACE NAIL PER FOOT gOOF SHEATH!NC: CEILING SHEATHING: FLOOR SHEATHING: ,,,COM.O. HALL SHEATHING: NAIL NAIL NOTES~: FACE NAIL SEE NOTE: 1,2 TOE PLAN CONTENTS: OCCUPANCY ¢I.ASSIFICATION R5 RESIDENTIAL BUILDING USE DWELLI N C BUIgOIND HEIGHT ~OTAL SO, F~ OF CONSTRUCTION PRESCRIPTIVE AS PER NY, S RESIDENTIAL CONSTRUCTION CO['E AND DESIGN CRITERIA _ 1995 BBC HIGH WIND EDITION. WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES EXT, BALCONIES 60 DECKS 40 ATTICS w/o STORAGE 10 ATTICS ~/' STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 (LIVE EOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAUPORAILS (ANY 01RECTION} 200 EXPOSURE CATAGORY -- LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION) DETA_{L_ PACE & GENERAL NOTE PACE NAILING SCHEDULE SEE GENERAL NDTF PAC~ EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION ~;M'I (SMOKE & C02 DETECTORS) SEE ~t. DOF~, PLANS IRUSS DESIGN N,/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK 3 5 RELEASE 1 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA IGROUNDI WlNO I SEISMIC i Ip.OSTI ]' IWIN~RI ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGR RN~RLAYMENT "~E~TE~ SL~G~TO I ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: INTERIOR ZONE NOTES 8d COMMON ~ 6" D.C. 8d COMMON ~ 6" O~(~~ SEE NOTES ;SEE NOFES, 1 ( BOTH FIELDS} ~ NOTE. 2 FOR PANEL F1ELD '-3 -~ -r HOTEl__S THESE NO'ES ARE ONLY TO ~E REFERRED TO IF MENTIONED IN SCHEDULE NOTE~ ONLY WALL SHEATHING REQUIREMENTS FOR W!ND LOADS: ' NAIL SPACING SUPPORTS [N THE PANEL FIELD j~ SHEATHING LOCATION I AT PANEL EDGES NNL SPACING AT INTERMEDIATE NOTES NOTES THESE NOTES ARE ONLY TO SE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY NAILING SCHEDULE JOmTDmC~mlON ~} SPACING' NAIL N~ES COL~ TIE AS p~ ~L~ 3,4 ~CH , FA~E ' ~'8~RD, ~ 2-16d COMMON E~H ENO WAL~ ~IN~.; r ~O~ PLA~ T~ ;2- I~COMMON ~ PER ' TOpP~TE FOOT ; FA6E NN~ STUD O,C, j NNL I ~OCKJNG T~ r ;' ~H TOE 81LL,~ TOP P~ ~3- t~ CO~ON j ~OCK NAIL BO_OF_SH~T~[NG~ ,' . DECK AND CO~ERED P~H NOTES: CLIMATI~ CONSTRUCTION DEl'AILS & WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RII}G_E-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL RT20 APPL'¢ TO EACH RAFTER APPLY TO EACH RAFTER RAFTER-TO-PLA'TE RTl5 (USE WITH SPTH¢ CONNECTOR) PLATE-TO-WALL STUD SPI'H4 APPLY TO EACH WALL STUD 2ND. FLOOR ,'WALL-TO-1ST. FLOOR WALL KLFTA OR MSTA.36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE 1ST, FLOOR-UNDER-SILL PLATE ~STA36 OR RS16-R (USE WITH 3" SQUARE WASHERS) TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING USF- THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE~ RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD OAPACfTY. RAFTER TOP PLATE WALL STUD o TYPICAL RAFTER TO WALL STUD CONNECTION RAFTER TOP PLATE WALL STHD ALTERNATIVE RAFTER '10 WALL STUD CONNECTION PROVIDE 1/2" SPACING BETWEEN THE END STUD AND THE 2 OTHER STUDS FOR ALLOWING HOLDDOWN INSTALLATION SIDEWALL CONNECT CORNER STUD TO TRANSFER SHEAR FASTEN WITH (2) 16d COMMON NAILS @ 8" C.C. --- ENDWALL SHEAR WALL CORNER CONNECTION ANCHOR BOLT CONNECTION ANCHOR BO~.T CONNECTION FOUNOATION ~" DIA. ANCHOR BOLT SUPPORTING MAXIMUM ~PACING SILL PLATE TO FOUNDATION 1 B"r[3~ 7'Z" OC _ ~t~t~W~. SPACE OR FOOUNDAT~ON) ~ILL Pr. ATE TO F;OONDATION (CRAWt. SPACE OR FOUNOATIONI, 2 8TORIF.8 36' CC NN.L Bo3'roM Pr. ATE TO FOUNDAT~ 1~ STORIES 5~ CC USE WITH 3x3 SQUARE WASHERS (USP LBPS58 OR BP583) WOOD JOIST BLOCKING WOOD GIRDER WALL STUD BO'I=rOM PLATE BATHTUB DOUBLE JOIST JOIST FRAMING OVER WOOD GIRDER WOOD JOIST GIRDER/HEADER WOOD JOIST WALL STUD BOTTOM PLATE SUB FLOOR DOUBLE JOIST 2ND, FLOOR WALL STUD 2ND. FLOOR PLATE SUBFLOOR RIM BOARD 1ST. FLOOR TOP PLATES 1ST FLOOR WALL STUD JOIST FRAMING FLUSH WITH GIRDER/HEADER 1ST. FLOOR WALL STUD TYPICAL MULTI-STORY CONNECTIONS KING STUDS CRIPPLE STUD HEADER JACKSTUDS TYPICAL HEADER,CONNECTION DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1ST. FLOOR PLATE SUBFLOOR SILL GASKET & RIM BOARD TERMITE SHIELD ,TOOV RLA,'JO, TB, k','::, FOUNDATION W~L ~ ~T, FLOR TO FOUNDATION CONNE~IONS , t .31 .t Huob. '2XIOPF DATE