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• • <br />K <br />G $TRUCTL!/.�AL ENG/NEER/NG� LLC STRLlCTURAL <br />DES/GN CR/TER/A <br />EFFECT/VE. EFF/C/ENT. SOLUTIONS <br />Job Name: 6erry Residence Fire Repair <br />Job Address: 2520 19th Street <br />�a+erett, WA 98201 <br />Permitting Authority: � it�r �# Everett, W� <br />Gravity Design Loads <br />Roof Dead Load: 12.0 psf Roof Live Load: 2%.0 psf <br />.................._.._....._....__.._...._�......._...._._.....___�_��_,._._.__ _._.____._...................._._..........____ -______----- ___ ________---�___.___.--------. —._---- <br />Floor Dead Load: - psf Floor Live Load: - psf <br />...../ .............................��_.._...�._._._.._._._�._..____ � _...._...._.....................�.____..__��__.....___...._.__..__........ _.__�.......................................................��__...__ <br />Porch Deck Roof Dead Load: - psf Porch/Deck Live Load: - psf <br />......................................._._..............................................._........�....._.__-____�.__..._�...................................................p..................._._........__.............__...............(_ .....�..g..._.)........._....._..._..._..�._—_____..._ _. p ........_.______. <br />Porch/Deck Dead Load: - sf Attic Stora e Live Load: 20.0 sf <br />............._.�__._._....�............_.__�._._. ._____......_______�.__.....�_�._---_�_.._........_............_...................__.....................__-----� _—.._ .__�..__.._.._.____�.._________ <br />Interior Partition Dead Load: - psf Attic (Sleeping Area Live <br />..........................__........�._�.._.__..................................._...�_�.._.._.�_..__�...___._....._..�,........... <br />Exterior Wall Dead Load: 20.0 psf Load): - psf <br />Snow Loads <br />Ground Snow Load, pg: <br />.............. ............................................................. �.................................................. _., �...... <br />Flat Roof Snow Load (incl Spsf rain), pf: <br />Sloped Roof Snow Load, ps: <br />............. _..................................... �............................................................ <br />Snow Importance Factor, IS <br />Exposure Factor, Ce: <br />._...�..�...�.__.�._............�......_...�..._........_ ___ <br />Thermal Factor, Ct: <br />Roof Slope Factor, Cs: <br />1.00 <br />1.00 <br />1.00 <br />Lateral Design Loads <br />Wind <br />Basic Wind Speed, V(3-sec gust): 11(� mph Exposure Category: B <br />.................................._p....................................................................'............._._.._........._...................._.....�.__.._............................................................................_..........._..._�..................._.............................................._�._._....._._.�..�__.._ ___.__........._._..__...._..__..._._...__�. <br />Wind Im ortance Factor Iw: 1.0� Internal Press Coeff, GCP;: 0.18 <br />.......................... ...................................................................................................................................................................................................................................................................................................................................................................._._.._.....__��.�___._�._....._........_..__..............�........ <br />Seismic <br />Ss: - g Fa: <br />.......................................................................................................................................�...._................................................. <br />S1: - g Fv: <br />� .................................................................................. �............. _................................... <br />Soils Site Class: <br />Seismic Importance Factor, le: <br />�.... � . . . . ...................................._......_._�......................�. <br />........................ _... �.............. �.............. �.. �.... �.... <br />LFRS (N/S Direction): - <br />LFRS (E/W Direction): - <br />- SDS: #VALUE! g <br />S D 1. . _.._..____ _._..._._#v ...................__.._.__..._ <br />� ............... <br />- ALUE! g <br />_.._.............._...._._ ___._ _ __� ................._.�...._..�_._.._...._.... <br />Occupancy Category: - <br />.....................................................................................................�..._....__�_...�_....._.�................................................ <br />Seismic Design Category: - <br />._..__�._�..�.�._._..._.�_..........� ................_......_.��.m..._.._.�..�_�_..._�.....�..�.�..._....�_..e....�......�......_._..__._....._...w.__.._._._�..�.____��____.. �_�.. �..._--_ ____-- �.�..._—__ __��. ____ _____ _ <br />Response Modification Factor, R: - Seismic Analysis Procedure: <br />......................................................................................................................................................................... <br />System Overstrength Factor, i�o: - <br />............................................................................................................__..................................................................................................,.........................._.................._.................... <br />Deflection Amplification factor, Cd: - - <br />Foundations <br />Allow. soil bearing pressure, qa: - psf <br />. ......................... <br />Lateral restrained earth press.: � pcf <br />. ......................................................................................................................................................................................................................................... <br />Lateral unrestrained earth press.: - pcf <br />............................ . .... . ..................................................................................�.............._......_.....................__.�..._.__._.............�..................................... <br />Allow. lateral passive press.: - pcf <br />. ........................................................ ..... ............................................. ........................ ...................................................................................................................................... <br />Soil friction coefficient, µ: <br />Foundation frost <br />Page 1 of 2 <br />- in <br />