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1632 FULTON ST 2019 Plans 2022-11-14
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1632 FULTON ST 2019 Plans 2022-11-14
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Last modified
11/14/2022 8:49:13 AM
Creation date
10/19/2021 8:57:21 AM
Metadata
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Template:
Address Document
Street Name
FULTON ST
Street Number
1632
Permit
B1911-029
Year
2019
Notes
Construct a new 2 car garage with workshop
Address Document Type
Plans
Imported From Microfiche
No
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NAILING SCHEDULE <br />SHEAR WALL SCHEDULE <br />CALC. ALLOW <br />SHEAR SHEAR <br />SHEAR WALL SCHEDULE <br />CALC. ALLOV <br />SHEAR SHEAF <br />LOAD LOAD <br />LOAD LOAD <br />(Iblft) (Ibift) <br />(lb/ft) (blft) <br />CHORD SPLICE NAILING: 8 -16d NAILS EACH SIDE OF SPLICE. <br />TRUSS BLOCKING: (4) -16d (TOENAILED) <br />2X6 FRAMING. SHEATHE EXTERIOR WITH 15132" OSB <br />2X6 FRAMING. SHEATHE EXTERIOR WITH <br />FRAMING NAILING: <br />FOR LAP SIDING. SHEATHE INTERIOR WITH 15132" <br />THERMO-PLY RED FOR LAP SIDING. <br />STUD TO TOP PLATE, 2-16d END NAIL <br />OSB. <br />500 510 <br />34'-0" LONG TOTAL. (15'+3') = 18'USED FOR SHEAR. <br />80 195 <br />STUD TO SILL PLATE, 2-16d END NAIL OR 4-8d TOENAIL <br />18'-0" LONG TOTAL. (3'+3') ® 6'AND 2bdh=0.66 USED <br />SHEAR. <br />F—B—\ NAILING: <br />DBL. HEADER 16d @ 16" OC ALONG EACH EDGE <br />L__/FOR <br />EDGE: 8d ROOFING @ 3" OC <br />HEADER TO KING STUD 4-8d TOENAIL OR 4-16d END NAIL <br />NAILING: <br />FIELD: 8d ROOFING @ 3" OC <br />DOUBLE TOP PLATES, 16d @ 16" FACENAIL <br />EDGE: 10d COMMON @ 3" OC <br />NO HOLDOWNS REQUIRED. <br />FIELD: 10d COMMON @ 12" OC <br />UNLESS SPECIFIED HEREIN, ALL NAILING SHALL BE <br />PROVIDE SIMPSON HDU8 HOLDOWNSA TTACHED TO <br />I <br />PER 2015 IRC TABLE R602.3(l). <br />END STUDS AND SSTB28 ANCHOR BOLTS. <br />C? <br />cs- <br />cf) <br />M. <br />18'-0" <br />Z-41 <br />5 � /8 SSTB28 <br />oal <br />SSTB28 <br />m <br />2'-4 <br />13 <br />-H 5 �/l 6" <br />ANCHOR BOLT MAX. SPACING, <br />END DISTANCE, EDGE <br />DISTANCE, MINIMUM <br />EMBEDMENT, & MINIMUM END <br />DISTANCE PER FOUNDATION <br />PLAN NOTES ON S3. <br />3 <br />"sue <br />TXTLANDING <br />'A-Ir 6 <br />4'X3'LANDING <br />L <br />----SSTB16 SSTS16---' <br />HOLD-DOWN ANCHORS SHALL BE SET AND <br />FOUNDATION PLAN POSITIONED IN PLACE BEFORE CALLING FOR <br />FOUNDATION INSPECTION. <br />F <br />9 <br />KNO <br />�_m <br />181-01, <br />T-0" LOFT <br />4%0" HEADER <br />2 - 2)(4 HF 4-2 OR <br />2 - 1 3/4" X 3 1/2" LVL <br />FA <br />vjqWr_ml_Df <br />3 STUDS, <br />END <br />Il"Ill <br />SIMPSON <br />USP EQUIVALE�NT' <br />HDU2-HDU5 <br />PHD2A-PHD5A- <br />PHD8 <br />L4S24-LUS210 7] <br />JUS24-JUS210 <br />LS3 <br />MP3/MP5 <br />LSTA9-LSTA24 <br />t. <br />PA51/PA68 <br />TA51 /TA71 <br />ABA441ABA66 <br />Mr.F.M23, <br />C44/C66 <br />N'A <br />
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