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HomeMy WebLinkAboutPLANS - 17-00586 - 1086 Horizon - New SFRN U _ O -a o o g o U C � 9 t7) 4 _C U Q {Il > d Q ct Q AN -t r�W A _ t7 ILI etat- dts Q JENSEN SHEp4R '7Q -yam Z cl ♦ �l x UfR G R E E3 O m MAL)IS(DN CC)UNT*r 11DAH(D ctle-NU id Lu f-- u- uj r An a° Z 0 A FROJE-CT DATA PROJECT INFORMATION DRAWING INDEX 5ULDING SCS. FT, DESIGN NOTES v %5 ujr 6 1. GOVERNING BUILDING CODE: IRC 2012 OWNER ADDRESS ,4O COVER SHEET LIVING SPACE GROUND SNOW LOAD - 50 PSF Q o � 61 BASEMENT SHEAR WALLS FLAT ROOF SNOW LOAD - 35 P8F 2, OCCUPANCY AND CzROUP: R-3 t**IAR< JENSEN 62 MAIN FLOOR SHEAR WALLS BASEMENT = 2844 SQ, FT, SNOW LOAD IM1='ORT,4NCE FACTOR - 1,0 2460 WEST CJ60 SOUTH MAIN FLOOR = 2844 SQ, FT, SNOW EXPOSURE FACTOR - 1,0 3, TYPE OF CONSTRUCTION: T`T"f=E Y-5 REX5URG, IDAHO 83440 THERMAL FACTOR - 1,0 BUILDING DEPARTMENT: TOTAL = 588 SQ, FT. �. LOCATION ON PROPERTY: ©CCUI•='ANCY CATEGORY - 11 REXBURG, IDAHO NON PREssuRE - 1500 PSF EXTERIOR WALLS: NON -RATED NON LIVING SPACE ULTIMATE WIND SPEED - 115 MPH, EXi=:> 5 EXTERIOR OPENING&: NON -RATED C,4RAGE = 2130 SQ, FT, WIND IMPORTANCE FACTOR - 1,0 5. OCCUPANCY SEPARATION : NOT REQUIRED SEISMIC DESIGN CATEGORY - D SEISMIC 51TE CLASS - D SPRIN1<LED: NO R16< CATEGORY - II SEISMIC COEFFICIENTS - NUMBER OF STORIES: 1.0 LJITI-1 BASEMENT S01s: 0.183 5011: 0,3'33!@ Cs: 0,12R 6,5 S�ISMIc ANALYSIS PROCEDURE - � �. FIRS RI=SISTIVREQUIREMENTS: EQUIVALANT LATERAL FORCE METHOD C� 0 SEE ARCHITECTURAL DWG5 FLOOR LIVE LOAD - 40 PSF Z :z 4 FLOOR DEAD LOAD 15 F'SF ROOF DEAD LOAD - 15 PSF a � � '! 6976 sr� .0 or %lDa OFR R-jcn �� 10/10/17 x Lu GONTRACT0R'5 RE5PON5151I -17Y DRAWINGS 4 SPECIFICATIONS, AS INSTRUT'dENTS OF dT fS THE CONTRACTOR'S RE5F'ON5IE3I1-17Y TO REVIEW ALL ASPECTS OF THESE DRAIUINGS, PROFESSIONAL SERVICE ARE AND 5HALL RE#IAIN ARGHITEGtURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION, ANY GONFLdGTS SNALL E3E PROPERTY OF DESIGN INTELLIGENCE, LLC. REPORTED TO THE ENGINEER FOR CORRECTION. CHANGE5 MAY ESE PROPOSED 5Y THE 5HEAR WALL [:)RAW I NGS ONLY Ti-IESE DOGUMENT5 ARE NOT TO 5E USED iN WHOLE CONTRACTOR IF HE FEELS 7+IE CHANGE 15 IN THE BEST INTEREST OF THE OWNER, CHANCES OR IN PART FOR ANY PROJECT OR PUIRF'05E SHALL 33E FORIUARpED TO THE ENGINEER IN WRIWRITINGFOR APPRWHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRITTENOVAL PRIOR TO CONSTRUCTION. AUTHORIZATION OF DESIGN INTELLIGENCE, LLC. [Y LL � � m o 00Z LoLo o o U r Q 0 CC0 O 4 T— PLYWOOD/GYP#BOARD SHEATHING GENERAL NOTES I. All plywood construction shall be in aecordanee with the American Plywood Association (APA) specifications. 2. All roof panel sheathing shall be 5/8" (nom.) OSB 1 APA rated sheathing. Suitable edge support shall be provided by use of panel c11ps or blocking between Framing, Unless otherwise noted connect roof sheathing with I common rails at 6" o.c, at supported panel edges and 15" C.C. at Intermediate supports. 3. All floor sheathing &hall be 3/4" (nom.) APa rated 5TURD-I-FLOOR Exp. 1, with tongue and groove edge. Unless noted otherwise connect Floor sheathing with IOd common nails spaced it ox- supported edges and 12" c.c. at intermediate supports. Field glue using adhesives meeting APA specification AFG-01, applied in accordance with the manufacturers recommendations. 4. All wall sheathing shall be 1/2" (rom.) OSB APA rated sheathing. Unless noted otherwise, correct wall sheathing with Sol Gammon nails spaced at roll o.c, at supported panel edges and 12" o.c at intermediate supports. 5. Install wall sheathinre either vertically or horizontally with panel continuous over two or more spans. All other sheathing shaEl have long edges spanning over supports. stagger panel and joints. 6. All railing shall be carefully driven and not over -driven. 1. I li—c lde 2x blocking at all unsupported panel edges. NOTE: 1 1/2" 16 GAGE STAPLES MAY BE USED INSTEAD 01= SD NAILS AS FOLLOWS - 8D NAILS 6 6" O,l = 1 1/2" 16 GA. STAPLES AT 4" O.G. SD NAILS g 41' O.G. = 1 1/2" 16 GA. STAPLES AT 3" O.C. SD NAILS 'm 3" O.C. = 1 1/2" 16 GA. STAPLES AT 2" O.0 ALTERNATE HOLD DOWN SCHEDULE STHD10 OR STHDiORJ USE HDU4-SD52.5 W/ 5/8" ALL -THREAD EPDXIED IN PLACE - 8" EMBEDMENT. STHD14 OR STPD14RJ USE HDUS-SD82.5 W/ 5/8" ALL -THREAD EPDXIED IN PLACE - S" EMBEDMENT. WOOD SIDE MEMBER THICKNESS - 3" MIN, ALL HOLD DOWNS ARE SIMPSON BRAND AND SHALL BE INSTALLED PER THE MANUFACTURER'S REQUIREMENTS, ALL EXTERIOR WALLS SHALL BE NAILED PER S1 UNLESS NOTED OTHERWISE. SHEAR WALL NOTES I. ALL EXTERfOR WALLS ARE DESIGNATED SHEAR WALLS, 2, ALL FRAMED SHEAR WALLS SHALL BE 2x6 -i 16" O.C. S1 3. PROVIDE -7/16" APA RATED SHEATHING WiTH 8D NAiLS g 6" D.G. AT PANEL EDGES AND 12" O.G. IN THE FIELD. BLOCKING IS REQUIRED AT ALL PANEL EDGES. (392 PLF) S2 4. PROVIDE rt/16" APA RATED SHEATHING WiTH SD NAILS 0 41' O.G. AT PANEL EDGES AND 12" O.G. IN THE FIELD. BLOCKING IS REQUIRED AT ALL PANEL EDGES. (602 PLF) S3 5. PROVIDE 7/16" APA RATED SHEATHING WITH 8D NAILS @ 3" O.G. AT PANEL EDGES AND 12" O.G. IN THE FIELD, 3" NOMINAL BLOCKING iS REQUIRED AT ALL PANEL EDGES INCLUDING THE SILL PLATE. NAILS SHALL BE STAGGERED. (170 PLF) S4 6. PROVIDE -1/16" APA RATED SHEATHING WITH SD NAILS @ 2 O.G. AT PANEL EDGES AND 12 O.G. IN THE FIELD, 3" NOMINAL BLOCKING I REQUIRED AT ALL PANEL EDGES INCLUDING THE SILL PLATE. NAILS SHALL BE STAGGERED. (1022 PLF) CONTRACTOR`S RE&PONSIBILITY IT IS THE CONTRACTOR'S RESPON.51511-17Y TO REVIEW ALL ASPECTS OF THESE DRAWINGS, ARCHITECTURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION. ANY CONFLICTS SHALL BE REPORTED TO THE ENGiNEER FOR CORRECTION. CHANGES MAY BE PROPOSED BY THE CONTRACTOR IF HE FEELS THE CHANGE 15 IN THE BEST INTEREST OF THE OWNER. CHANGES SHALL BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRiOR TO CONSTRUCTION, ........ r...... IOD NAiLS THRLI SHEATHING: TO BEAM BY OTHERS OP PLATE 4'-0" 1 41-01° _ 4'-0" _ _ 4-O'I DOUBLE 2x 6TUD I 11 11 I II II II� I I I II II II' I 1 II I I I! LI II II II I I II I I l! II II II II I I II I I II II III LI II I I 'I I I II 11 III II II I I I I fl 11 III 91 II I I -ryry III I I II II III � it II I II Y - - - I 055 SHEATHING II I I fl II III II I LSL RIM J016T 055 SHEATHiNG LSL RIM JOIST CONCRETE WALL ANCHOR BOLT 3x 5LOGKING DETAIL II III �I II I I' II III II II III II II I i I: II III II —2x BLOCKING= - - - - - - - - - - - - - - - - - - - - -1 7- - - r - - - - - II I I II II Ili---II----II 1 1 11 - -2x& WALL I II II I I II II III II II I I II II I '. II II Ili II II I I II II I I II II III II II I I II II Z--11 ENGINEERED WOOD FLOOR JOIST --ALL--i—_—— --- --- — —2x PT SILL PLATE 065 SHEATHING= - DOJBLE 2x STUD CONCRETE WALL L3 1/2"-- 06B /2"OSB SHEAT' INI ANCHOR BOLT 3x 5LOG'KING DETAIL (GARAGE WALL) =LOCKING 6 16" O.C. L 3LOCKING DT SILL PLATE E Quo �Ao ro 16976 I or ►o�� 10/10/17 DRAWINGS t SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN PROPERTY OF DESIGN INTELLIGENCE, LLC, THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY PROJECT OR PUIRPOSE WHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF DE51GN INTELLIGENCE, LLC. r_ O O Q N � r �1 0 � � O itI z o � Q `3 ts1 ,�,$� �. '�IMlli ,„,• fir?;, f,. ilei V- Uj Z z LU Ck N Cn O Q N � r �1 Uj Z z LU Ck N Cn