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Home My WebLink AboutLA218166 - Gintz Engineering Letter Lakeville MN StampedBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB 'RPXV6WUXFWXUDO(QJLQHHULQJ//& 32%R[ %URRPILHOG&2 SURMHFWV#GRPXVVWUXFFRP dŽ͗ ůƵĞZĂǀĞŶ^ŽůĂƌ ϭϰϬϯEŽƌƚŚZĞƐĞĂƌĐŚtĂǇ͕ƵŝůĚŝŶŐ: KƌĞŵ͕hd͘ϴϰϬϵϳ ^ƵďũĞĐƚ͗ ĞƌƚŝĨŝĐĂƚŝŽŶ>ĞƚƚĞƌ 'ŝŶƚǌZĞƐŝĚĞŶĐĞ ϮϬϵϮϴ'ƌĞĞŶǁŽŽĚŽƵƌƚ >ĂŬĞǀŝůůĞ͕DE͘ϱϱϬϰϰ dŽtŚŽŵ/ƚDĂǇŽŶĐĞƌŶ͕ ĞƐŝŐŶƌŝƚĞƌŝĂ͗ භ ƉƉůŝĐĂďůĞŽĚĞƐсϮϬϭϴ/ͬ/Z͕^ϳͲϭϲ භ ZŽŽĨĞĂĚ>ŽĂĚсϳƉƐĨ;DWϭͿ භ ZŽŽĨ>ŝǀĞ>ŽĂĚсϮϬƉƐĨ භ tŝŶĚ^ƉĞĞĚсϭϭϱŵƉŚ;sƵůƚͿ͕ǆƉŽƐƵƌĞ භ භ ^ŝŶĐĞƌĞůǇ͕ :ŽŚŶĂůǀĞƌƚ͕W͘͘ WƌŽũĞĐƚŶŐŝŶĞĞƌ ^ĞƉƚĞŵďĞƌϮϬ͕ϮϬϮϯ dŚĞƌŽŽĨƐƚƌƵĐƚƵƌĞŽĨ;DWϭͿĐŽŶƐŝƐƚƐŽĨĐŽŵƉŽƐŝƚŝŽŶƐŚŝŶŐůĞŽŶƌŽŽĨƉůǇǁŽŽĚƚŚĂƚŝƐƐƵƉƉŽƌƚĞĚďǇƉƌĞͲŵĂŶƵĨĂĐƚƵƌĞĚƚƌƵƐƐĞƐƚŚĂƚ ĂƌĞƐƉĂĐĞĚĂƚΛϮϰΗŽ͘Đ͘͘dŚĞƚŽƉĐŚŽƌĚƐ͕ƐůŽƉĞĚĂƚϮϲĚĞŐƌĞĞƐ͕ĂƌĞϮǆϰƐĞĐƚŝŽŶƐ͕ƚŚĞďŽƚƚŽŵĐŚŽƌĚƐĂƌĞϮǆϰƐĞĐƚŝŽŶƐĂŶĚƚŚĞǁĞď ŵĞŵďĞƌƐĂƌĞϮǆϰƐĞĐƚŝŽŶƐ͘dŚĞƚƌƵƐƐŵĞŵďĞƌƐĂƌĞĐŽŶŶĞĐƚĞĚďǇƐƚĞĞůŐƵƐƐĞƚƉůĂƚĞƐ͘dŚĞŵĂǆƵŶƐƵƉƉŽƌƚĞĚƉƌŽũĞĐƚĞĚŚŽƌŝǌŽŶƚĂů ƚŽƉĐŚŽƌĚƐƉĂŶŝƐĂƉƉƌŽǆŝŵĂƚĞůǇϲΖͲϬΖΖ͘ dŚĞĞǆŝƐƚŝŶŐƌŽŽĨĨƌĂŵŝŶŐƐǇƐƚĞŵŽĨ;DWϭͿŝƐũƵĚŐĞĚƚŽďĞĂĚĞƋƵĂƚĞƚŽǁŝƚŚƐƚĂŶĚƚŚĞůŽĂĚŝŶŐŝŵƉŽƐĞĚďǇƚŚĞŝŶƐƚĂůůĂƚŝŽŶŽĨƚŚĞ ƐŽůĂƌƉĂŶĞůƐ͘EŽƌĞŝŶĨŽƌĐĞŵĞŶƚŝƐŶĞĐĞƐƐĂƌǇ͘ 'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚсϱϬƉƐĨͲZŽŽĨ^ŶŽǁ>ŽĂĚсϯϱƉƐĨ dŚĞƐƉĂĐŝŶŐŽĨƚŚĞƐŽůĂƌƐƚĂŶĚŽĨĨƐƐŚŽƵůĚďĞŬĞƉƚĂƚϰϴΗŽ͘Đ͘ĨŽƌůĂŶĚƐĐĂƉĞĂŶĚϮϰΗŽ͘Đ͘ĨŽƌƉŽƌƚƌĂŝƚŽƌŝĞŶƚĂƚŝŽŶ͕ǁŝƚŚĂƐƚĂŐŐĞƌĞĚ ƉĂƚƚĞƌŶƚŽĞŶƐƵƌĞƉƌŽƉĞƌĚŝƐƚƌŝďƵƚŝŽŶŽĨůŽĂĚƐ͘ ũŽďƐŝƚĞŽďƐĞƌǀĂƚŝŽŶŽĨƚŚĞĐŽŶĚŝƚŝŽŶŽĨƚŚĞĞǆŝƐƚŝŶŐĨƌĂŵŝŶŐƐǇƐƚĞŵǁĂƐƉĞƌĨŽƌŵĞĚďǇĂŶĂƵĚŝƚƚĞĂŵŽĨůƵĞZĂǀĞŶ^ŽůĂƌĂƐĂ ƌĞƋƵĞƐƚĨƌŽŵŽŵƵƐ^ƚƌƵĐƚƵƌĂůŶŐŝŶĞĞƌŝŶŐ͘ůůƌĞǀŝĞǁŝƐďĂƐĞĚŽŶƚŚĞƐĞŽďƐĞƌǀĂƚŝŽŶƐĂŶĚƚŚĞĚĞƐŝŐŶĐƌŝƚĞƌŝĂůŝƐƚĞĚďĞůŽǁĂŶĚ ŽŶůǇĚĞĞŵĞĚǀĂůŝĚŝĨƉƌŽǀŝĚĞĚŝŶĨŽƌŵĂƚŝŽŶŝƐƚƌƵĞĂŶĚĂĐĐƵƌĂƚĞ͘ KŶƚŚĞĂďŽǀĞƌĞĨĞƌĞŶĐĞĚƉƌŽũĞĐƚ͕ƚŚĞƌŽŽĨƐƚƌƵĐƚƵƌĂůĨƌĂŵŝŶŐŚĂƐďĞĞŶƌĞǀŝĞǁĞĚĨŽƌĂĚĚŝƚŝŽŶĂůůŽĂĚŝŶŐĚƵĞƚŽƚŚĞŝŶƐƚĂůůĂƚŝŽŶŽĨ ƚŚĞƐŽůĂƌWsĂĚĚŝƚŝŽŶƚŽƚŚĞƌŽŽĨ͘dŚĞƐƚƌƵĐƚƵƌĂůƌĞǀŝĞǁŽŶůǇĂƉƉůŝĞƐƚŽƚŚĞƐĞĐƚŝŽŶŽĨƚŚĞƌŽŽĨƚŚĂƚŝƐĚŝƌĞĐƚůǇƐƵƉƉŽƌƚŝŶŐƚŚĞƐŽůĂƌ WsƐǇƐƚĞŵĂŶĚŝƚƐƐƵƉƉŽƌƚŝŶŐĞůĞŵĞŶƚƐ͘dŚĞŽďƐĞƌǀĞĚƌŽŽĨĨƌĂŵŝŶŐŝƐĚĞƐĐƌŝďĞĚďĞůŽǁ͘/ĨĨŝĞůĚĐŽŶĚŝƚŝŽŶƐĚŝĨĨĞƌ͕ĐŽŶƚƌĂĐƚŽƌƚŽ ŶŽƚŝĨǇĞŶŐŝŶĞĞƌƉƌŝŽƌƚŽƐƚĂƌƚŝŶŐĐŽŶƐƚƌƵĐƚŝŽŶ͘ dŚĞƐĐŽƉĞŽĨƚŚŝƐƌĞƉŽƌƚŝƐƐƚƌŝĐƚůǇůŝŵŝƚĞĚƚŽĂŶĞǀĂůƵĂƚŝŽŶŽĨƚŚĞĨĂƐƚĞŶĞƌĂƚƚĂĐŚŵĞŶƚ͕ƵŶĚĞƌůǇŝŶŐĨƌĂŵŝŶŐĂŶĚƐƵƉƉŽƌƚŝŶŐ ƐƚƌƵĐƚƵƌĞŽŶůǇ͘dŚĞĂƚƚĂĐŚŵĞŶƚΖƐƚŽƚŚĞĞǆŝƐƚŝŶŐƐƚƌƵĐƚƵƌĞĂƌĞƌĞƋƵŝƌĞĚƚŽďĞŝŶĂƐƚĂŐŐĞƌĞĚƉĂƚƚĞƌŶƚŽĞŶƐƵƌĞƉƌŽƉĞƌĚŝƐƚƌŝďƵƚŝŽŶ ŽĨůŽĂĚŝŶŐ͘ůůƉĂŶĞůƐ͕ƌĂĐŬŝŶŐĂŶĚŚĂƌĚǁĂƌĞƐŚĂůůďĞŝŶƐƚĂůůĞĚƉĞƌŵĂŶƵĨĂĐƚƵƌĞƌƐƉĞĐŝĨŝĐĂƚŝŽŶƐĂŶĚǁŝƚŚŝŶƐƉĞĐŝĨŝĞĚĚĞƐŝŐŶ ůŝŵŝƚĂƚŝŽŶƐ͘ůůǁĂƚĞƌƉƌŽŽĨŝŶŐƐŚĂůůďĞƉƌŽǀŝĚĞĚďǇƚŚĞŵĂŶƵĨĂĐƚƵƌĞƌ͘ŽŵƵƐ^ƚƌƵĐƚƵƌĂůŶŐŝŶĞĞƌŝŶŐĂƐƐƵŵĞƐŶŽƌĞƐƉŽŶƐŝďŝůŝƚǇĨŽƌ ŵŝƐƵƐĞŽƌŝŵƉƌŽƉĞƌŝŶƐƚĂůůĂƚŝŽŶŽĨƚŚĞƐŽůĂƌWsƉĂŶĞůƐŽƌƌĂĐŬŝŶŐ͘ WůĞĂƐĞĐŽŶƚĂĐƚŵĞǁŝƚŚĂŶǇĨƵƌƚŚĞƌƋƵĞƐƚŝŽŶƐŽƌĐŽŶĐĞƌŶƐƌĞŐĂƌĚŝŶŐƚŚŝƐƉƌŽũĞĐƚ͘ EŽƚĞ͗^ĞŝƐŵŝĐĐŚĞĐŬŝƐŶŽƚƌĞƋƵŝƌĞĚƐŝŶĐĞ^Ɛф͘ϰŐĂŶĚ^ĞŝƐŵŝĐĞƐŝŐŶĂƚĞŐŽƌǇ;^Ϳф ƚƚĂĐŚŵĞŶƚ͗ϭͲϱͬϭϲĚŝĂ͘ůĂŐƐĐƌĞǁǁŝƚŚϮ͘ϱŝŶĐŚŵŝŶ͘ĞŵďĞĚŵĞŶƚ ĚĞƉƚŚ͕ĂƚƐƉĂĐŝŶŐƐŚŽǁŶĂďŽǀĞ͘ ,KHUHE\FHUWLI\WKDWWKLVSODQVSHFLILFDWLRQRUUHSRUWZDVSUHSDUHGE\PHRU XQGHUP\GLUHFWVXSHUYLVLRQDQGWKDW,DPDGXO\/LFHQVHG3URIHVVLRQDO (QJLQHHUXQGHUWKHODZVRIWKH6WDWHRI0LQQHVRWD-RKQ$&DOYHUW /LFHQVH1R([SLUDWLRQ'DWH-XQH *LQW]/DNHYLOOH01 Digitally signed by John A. Calvert Date: 2023.09.20 10:11:21 -06'00' BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB 'RPXV6WUXFWXUDO(QJLQHHULQJ//& 32%R[ %URRPILHOG&2 SURMHFWV#GRPXVVWUXFFRP 50.0 psf (ASCE7 - Eq 7-1) 1 (ASCE7 - Table 7-2) 1 (ASCE7 - Table 7-3) 1 35.0 psf (ASCE7 - Eq 7-2) 1 35.0 psf 3.34 psf 3.0 psf 2.00 ft 6.08 ft 12.17 sft 37 lb 4.00 2.00 0.73 0.00 (Ceiling Not Vaulted) 0.27 7.0 psf 7.8 psf *UDYLW\/RDGLQJ PV System Weight Weight of PV System (Per Blue Raven Solar) X Standoff Spacing = Y Standoff Spacing = Note: PV standoffs are staggered to ensure proper distribution of loading 2x4 Top Chords @ 24"o.c. I = Importance Factor = Cs = Slope Factor = Standoff Tributary Area = ps = Cspf ps = Sloped Roof Snow Load = pf = Flat Roof Snow Load = DL Adjusted to 26 Degree Slope Roof Snow Load Calculations pg = Ground Snow Load = Ce = Exposure Factor = pf = 0.7 CeCtI pg Ct = Thermal Factor = Roof Live Load = 20 psf Roof Plywood Roof Dead Load (MP1) Composition Shingle Note: Roof live load is removed in area's covered by PV array. DL Adjusted to 26 Degree Slope Point Loads of Standoffs Miscellaneous Vaulted Ceiling Total Roof DL (MP1) PV Dead Load = 3 psf (Per Blue Raven Solar) *LQW]/DNHYLOOH01 BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB 'RPXV6WUXFWXUDO(QJLQHHULQJ//& 32%R[ %URRPILHOG&2 SURMHFWV#GRPXVVWUXFFRP 115 mph C Gable Roof 26 degrees 20 ft 21.3 ft 0 ft (Eq. 26.10-1) 0.90 (Table 30.3-1) 1.00 (Fig. 26.8-1) 0.85 (Table 26.6-1) 1.00 115 mph (Fig. 26.5-1A) II (Table 1.5-1) qh = 25.95 Zone 1 Zone 2 Zone 3 Positive ya =0.77 0.80 0.80 0.77 GCp = (Fig. 30.3) Uplift Pressure =SVI SVI SVI SVI (T ASD Uplift Pressure =SVI SVI SVI SVI X Standoff Spacing = 2.00 2.00 1.33 Y Standoff Spacing = 6.08 3.04166667 3.04166667 Tributary Area = 12.17 6.08 4.06 Dead Load on attachment = 37 lb 18 lb 12 lb Footing Uplift (0.6D+0.6W) = -197 lb -179 lb -174 lb Zone 1 Zone 2 Zone 3 Positive ya =0.75 0.80 0.80 0.75 GCp = (Fig. 30.3) Uplift Pressure =SVI SVI SVI SVI (T ASD Uplift Pressure (0.6W)=SVI SVI SVI SVI X Standoff Spacing = 4.00 4.00 2.67 Y Standoff Spacing = 3.50 1.75 1.75 Tributary Area = 14.00 7.00 4.67 Dead Load on attachment = 42.00 21.00 14.00 Footing Uplift (0.6D+0.6W) = -220 lb -205 lb -195 lb -220 lb 450 lb Therefore, OK Fastener =1 - 5/16" dia. lag Number of Fasteners = 1 Embedment Depth = 2.5 Pullout Capacity Per Inch = 250 lb Fastener Capacity = 625 lb w/ F.S. of 1.5 & DOL of 1.6= 667 lb Therefore, OK Fastener Capacity Check Mean Roof Height Ground Elevation Kd (Wind Directionality Factor) = 667.2 lb capacity > 220 lb demand Ke (Ground Elevation Factor) = V (Design Wind Speed) = Risk Category = Standoff Uplift Calculations-Portrait Standoff Uplift Calculations-Landscape Standoff Uplift Check Standoff Uplift Capacity = 450 lb capacity > 220 lb demand :LQG&DOFXODWLRQV Maximum Design Uplift = Design Wind Pressure Calculations qh = 0.00256 * Kz * Kzt * Kd * Ke * V^2 Kz (Exposure Coefficient) = Kzt (topographic factor) = Wind Speed Exposure Category Roof Shape Roof Slope Effective Wind Area WĞƌ^ϳͲϭϲŽŵƉŽŶĞŶƚƐĂŶĚůĂĚĚŝŶŐ Input Variables *LQW]/DNHYLOOH01 BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB 'RPXV6WUXFWXUDO(QJLQHHULQJ//& 32%R[ %URRPILHOG&2 SURMHFWV#GRPXVVWUXFFRP 03PASS Dead Load 7.8 psf PV Load 3.3 psf Snow Load 35.0 psf Governing Load Combo = DL + SL Total Load 46.1 psf Fb (psi) = f'b x Cd x Cf x Cr (NDS Table 4.3.1) 900 x 1.15 x 1.5 x 1.15 Allowed Bending Stress = 1785.3 psi (wL^2) / 8 = 415.1342 ft# = 4981.61 in# Actual Bending Stress = (Maximum Moment) / S = 1626.7 psi L/180 (E = 1600000 psi Per NDS) = 0.4 in Deflection Criteria Based on = (w*L^4) / (185*E*I) = = L/550 > L/180 Therefore OK Allowed Deflection (Live Load) =L/240 0.3 in (w*L^4) / (185*E*I) L/728 > L/240 Therefore OK Member Area = Fv (psi) = 180 psi (NDS Table 4A) Allowed Shear = Fv * A = Max Shear (V) = w * L / 2 = 277 lb )UDPLQJ&KHFN 5.3 in^2 Check Shear w = 92 plf 2x4 Top Chords @ 24"o.c. Member Span = 6' - 0" 945 lb Allowed > Actual -- 29.3% Stressed -- Therefore, OK DF#2 Member Spacing @ 24"o.c. Maximum Moment = Check Deflection I (in^4) 5.36 Lumber Sp/Gr Actual Deflection (Live Load) = Allowed Deflection (Total Load) = Actual Deflection (Total Load) = Allowed > Actual -- 91.2% Stressed -- Therefore, OK Member Properties Member Size 2x4 S (in^3) 3.06 0.099 in Continuous Span 0.131 in Check Bending Stress (True Dimensions) *LQW]/DNHYLOOH01 BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB 'RPXV6WUXFWXUDO(QJLQHHULQJ//& 32%R[ %URRPILHOG&2 SURMHFWV#GRPXVVWUXFFRP $SSHQGL[$*HQHUDO1RWHV *(1(5$/ Ɣ 7KHFRQWUDFWRUVKDOOYHULI\DOOGLPHQVLRQVSURSHUW\VHWEDFNV$+-+2$&& 5 VHOHYDWLRQVDQGVLWHFRQGLWLRQVEHIRUH VWDUWLQJZRUNDQGVKDOOQRWLI\'RPXV6WUXFWXUDO(QJLQHHULQJ//&RIDQ\GLVFUHSDQFLHV Ɣ $OOUHSRUWFRQFOXVLRQVUHSUHVHQW'RPXV6WUXFWXUDO(QJLQHHULQJ//& VEHVWSURIHVVLRQDOMXGJPHQWEDVHGXSRQLQGXVWU\ VWDQGDUGV Ɣ 5HVROYHDQ\FRQIOLFWVRQWKHGUDZLQJVZLWK'RPXV6WUXFWXUDO(QJLQHHULQJ//&EHIRUHSURFHHGLQJZLWKFRQVWUXFWLRQ Ɣ 7KHGHVLJQFULWHULDXVHGIRUWKLVSURMHFW OLVWHGRQWKHILUVWSDJHRIWKHUHSRUWLVEDVHGRQWKHHQJLQHHUVEHVWMXGJHPHQW DQGRUSURYLGHGE\WKH$7&FRXQFLO$+-VSHFLILFUHTXHVWVPD\GLIIHU3OHDVHFRQWDFWRXUWHDPLIWKHGHVLJQFULWHULDQHHGVWR EHPRGLILHG Ɣ $VLWHYLVLWZDVQRWSK\VLFDOO\FRQGXFWHGE\'RPXV6WUXFWXUDO(QJLQHHULQJ//&7KHDFFRPSDQ\LQJFDOFXODWLRQVDQG FHUWLILFDWLRQDUHSURYLGHGZLWKWKHXQGHUVWDQGLQJWKDWWKHVLWHEXLOGLQJDQGFRQVWUXFWLRQVWDQGDUGVPHHWDQDFFHSWDEOHOHYHORI LQGXVWU\VWDQGDUGV,WVKDOOEHWKHFRQWUDFWRUVUHVSRQVLELOLW\WRLGHQWLI\DQ\LUUHJXODULWLHVVXFKDVLQFRQVLVWHQWIUDPLQJ FRQGLWLRQVZDWHUGDPDJHILUHGDPDJHFUDFNHGVSOLWRUQRWLFHDEO\GHIOHFWLQJIUDPLQJPHPEHUV Ɣ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Ɣ $Q\DQGDOOZDWHUSURRILQJVKDOOEHSURYLGHGE\WKHFRQWUDFWRU'RPXV6WUXFWXUDO(QJLQHHULQJ//&LVQRWUHVSRQVLEOHIRU ZDWHUSURRILQJ Ɣ $OOKDUGZDUHVKDOOEHLQVWDOOHGSHUPDQXIDFWXUHUVSHFLILFDWLRQVDQGZLWKLQVSHFLILHGGHVLJQOLPLWDWLRQV'RPXV6WUXFWXUDO (QJLQHHULQJ//&DVVXPHVQRUHVSRQVLELOLW\IRULQFRUUHFWO\LQVWDOOHGKDUGZDUHRUKDUGZDUHLQVWDOOHGRXWVLGHRIWKH PDQIDFWXUHUVSHFLILFDWLRQV 86(55(/,$1&( Ɣ 'RPXV6WUXFWXUDO(QJLQHHULQJ//&ZDVHQJDJHGE\%OXH5DYHQ6RODU&OLHQWWRSHUIRUPWKLVDVVHVVPHQW7KLVUHSRUWDQG WKHLQIRUPDWLRQWKHUHLQDUHIRUWKHH[FOXVLYHXVHRIWKH&OLHQW7KLVUHSRUWKDVQRRWKHUSXUSRVHDQGVKDOOQRWEHUHOLHGXSRQ RUXVHGE\DQ\RWKHUSHUVRQRUHQWLW\ZLWKRXWWKHZULWWHQFRQVHQWRI'RXV6WUXFWXUDO(QJLQHHULQJ//&7KLUGSDUWLHVWKDW REWDLQWKLVUHSRUWRUWKHLQIRUPDWLRQZLWKLQVKDOOKDYHQRULJKWVRIUHFRXUVHRUUHFRYHU\DJDLQVW'RPXV6WUXFWXUDO (QJLQHHULQJ//&LW¶VRIILFHUVRUHPSOR\HHV 522)02817('$55$<6 Ɣ ,IDQDQDO\VLVRIDVXSSRUWLQJVWXFWXUHLVLQFOXGHGLQRXUVFRSHRIZRUNWKHVWUXFWXUDODVVHVVPHQWRQO\DSSOLHVWRWKHVHFWLRQ RIWKHURRIWKDWLVGLUHFWO\VXSSRUWLQJWKHSURSRVHGVRODU39V\VWHP Ɣ 1RVWUXFWXUDOPHPEHUVFDQEHFXWIRUFRQGXLWHWFXQOHVVVSHFLILFDOO\VKRZQ2EWDLQSULRUZULWWHQDSSURYDOIRULQVWDOODWLRQRI DQ\DGGLWLRQDOFRQGXLWHWF Ɣ ,WLVDVVXPHGWKDWDVWDQGDUGTXDOLW\RIFRQVWUXFWLRQFDUHZDVXVHGWRFRQVWUXFWWKHRULJLQDOEXLOGLQJ,WVKDOOEHWKH FRQWUDFWRUVUHVSRQVLELOLW\WRILHOGYHULI\DQ\DQGDOOIUDPLQJPHPEHUVXSSRUWLQJWKHSURSRVHG39DUUD\DUHLQDGHTXDWH FRQGLWLRQ7KHFRQWUDFWRUVKDOOILHOGLQVSHFWIRUVXEVWDQGDUGFRQVWUXFWLRQPHDQVVLJQVRIGU\URWPROGILUHGDPDJHHWFDQG QRWLI\HQJLQHHULIDQ\FRPSURPLVHGPDWHULDOLVIRXQGRQVLWHSULRUWRVWDUWLQJFRQVWUXFWLRQ Ɣ ,WLVDVVXPHGWKDWWKHUHKDYHEHHQQRDGGLWLRQDOORDGV+9$&RU0(3HTXLSPHQWDGGLWLRQDOOD\HUVRIURRILQJHWFDGGHGWR WKHEXLOGLQJRYHUWKHFRXUVHRIWKHVWUXFWXUHVKLVWUR\7KHFRQWUDFWRUDQGRUFOLHQWVKDOOYHULI\WKLVZLWKWKHSURSHUW\RZQHUDQG QRWLI\'RPXV6WUXFWXUDO(QJLQHHULQJ//&LIDGGLWLRQDOORDGKDVEHHQDGGHGWRWKHVWUXFWXUHDOUHDG\ Ɣ )OH[LEOHXWLOLW\FRQQHFWLRQVPXVWEHXVHGDWDQ\EXLOGLQJVHLVPLFMRLQW Ɣ &DUHVKRXOGEHWDNHQWRHQVXUHWKDW39DUUD\VGRQRWSUHFOXGHGUDLQDJHRIUDLQZDWHU Ɣ 8QOHVVRWKHUZLVHQRWHGFRQVWUXFWLRQPDWHULDOVKDOOEHHYHQO\GLVWULEXWHGLISODFHGRQIUDPHGIORRUVRUURRIV/RDGVVKDOOQRW H[FHHGWKHDOORZDEOHORDGLQJIRUWKHVXSSRUWLQJPHPEHUVDQGWKHLUFRQQHFWLRQV Ɣ $OOODJVRUZRRGVFUHZVDWWKHURRIVKDOOEHVWDLQOHVVVWHHODQGLQVWDOOHGZLWKLQJWKHPLGGOHRIWKHGLPHQVLRQDOZLGWKRIWKH IUDPLQJPHPEHUV Ɣ $OOIDVWHQHUVVKDOOEHDPLQLPXPRIDZD\IURPDQ\WUXVVSDQHORUKLQJHMRLQWVWUXVVSODWHVDQGRUPHPEHUHQGV)LHOG YHULI\ORFDWLRQRIIDVWHQHUVSULRUWRVWDUWLQJFRQVWUXFWLRQ$OOIDVWHQHUVVKDOOEHSUHGULOOHGWRDYRLGVSOLWWLQJH[LVWLQJOXPEHU Ɣ 'RPXV6WUXFWXUDO(QJLQHHULQJ//&LVQRWUHVSRQVLEOHIRUGRZQVORSHHIIHFWVRIVQRZVKHGGLQJRUVOLGLQJRIIRIWKH39DUUD\ QRUDQ\GDPDJHWRGRZQVORSHGHFNVURRIVZDONZD\VODQGVFDSLQJDXWRPRELOHVSHWVSHRSOHHWF,IVQRZJXDUGVDUH UHTXHVWHGE\WKHFXVWRPHUQRWLI\'RPXV6WUXFWXUDO(QJLQHHULQJ//& *LQW]/DNHYLOOH01