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HomeMy WebLinkAboutBLD2017-00011 - 07 ENGINEERINGrt s JEFFERSON COUNTY DCD . BUILDING PLAN REVIEW.. 1� D APPROVED AS SUBMITTED —� 1.34C111 \ REVIEW/Z-10 FOR1AN 0 9 2n17 0 APPROVED AS NOTED i CODE COMPLIANCE JEFFERSON COUNTY OCD 0 REJECTED ., 13227 Mne�llvir� �,Q1p Reviewer DANIEL C. SMITH PE Ralexg TO xt ,,� ,,.,-0-* P 919-844-6050 ext 1, F 877-841-6050 {{ °' j f Consulting Engineers lowes@dansmithpe.com December 1,2016 Project: 2707 40663281 WA 2746 Brian Freund Subject: Load Calculations for Footing Diameter;Wind Uplift;Framing Introduction: The footing calculations determine the minimum required footing diameter depth based upon deck height,frost depth, and uplift forces. This value is determined by fif L ' 'rder a ` g p p ri f i 4 posts acting against the soil bearing capacity. :, y` . 0) 0 Wind Speed= 100 Wind Exposure= C L ; � c, t rn� Footing Diameter Calculation: `. 1v4 0 ro 0 a) E- � � a. For primary case condition,we use a trihutary area of 48 square feet,and a�Etit'�'�va'd(combined C.? 0 dead load and live load)of 50 pounds per square foot. We reach a maximum force on the footing a of 2400 pounds. co a.0 C) -� m c -� 8 In the second case condition,we use a tributary area of 65 square feet,and a total load(combined co load and live load)of pounds per square foot. We reach a maximum force on the footing of 0 3250 pounds. U a; 0 Per IRC,DCSPE uses 2000 pounds of soil bearing pressure. DCSPE calculated required footing sizes of 14.76"(16"minimum)for primary condition and 17.23" 4.2" (20"minimum)for secondary condition. DCSPE specified footings of 16",20", diameter in the r,,:; appropriate locations on the plans. 16">15"OK and 20">17"OK P D Wind Uplift Calculation for Footing Depth: Wind uplift pressure is calculated for each footing by determining the tributary area for each girder post. The pressure is calculated by taking the tributary area, multiplied by the dead load (NCL43. (DL)-wind load(WL)value, and dividing the result by(130 x((3.14 x diameter^2)/(4 x 144))). Using the ASCE 7-05 formula results in a qh value of-14.24. Thus,DL-WL=-4.24 psf. The deck has a total area of 428 sf with a wind pressure of-4.24 psf,resulting in an uplift force of 1816 lbs. With 7 footings specified on this project,each footing must weigh at least 259 lbs. - ti 2707 40663281 WA 2746 Brian Freund TAKEOFF v5.5.xisx 1 of 2 t Using conservative concrete weight estimate of 130 lbs/cf,each footing must have at least 1.99 cf of concrete. Thus, the worst case,smallest footing(16"diameter aka 1.40 sf)requires a concrete depth of 18". DCSPE specified footings 20" deep. 20">=18" OK As an alternative calculation, the worst case,smallest footing(16"diameter aka 1.40 sf)at 20"deep has 2.33 cf of concrete, resulting in a conservative concrete weight of 303 lbs. 303#>=259# OK Framing Calculation: The attached deck is 14'-0"long overall by 41'-0"wide overall and 4.00'high. Loads are 40 LL, 10 LL,and 50 psf total load. Framing lumber is pressure treated HF#2. DCSPE calculates framing members used on each deck. Design values from the American Wood Council calculator are used for floor joist equations. Girders equations use BeamChek design values. 50#DL+LL Allowable Spans(ft) HF#2 Fj @ 16"o.c. Girder w15 ft TW 2x 4 2x 6 2x 8 10.50 2x10 13.41 10.16 IIESM 16.33 11.00 Unshaded=OK This framing plan specifies HF#2 floor joists as a minimum of 2x 8 @ 16"o.c.for a span of 10.00' and HF#2 girder as a minimum of(2)2x10 for a span of 9.50'. Summary: The engineer certifies that the structural design specified on the plans is structurally adequate to support the deck loads. Footing Diameter Calculation PASSED Wind Uplift Calculation PASSED Framing Calculation PASSED ;s L C. n . ‘-':.'1',:t ". :"$ Respectfully Submitted, 41'.1 Ellr Daniel C. 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''7. ; til r4 m N LI o 97 m 7'21Brian Freund Q m ss ',, °N A 356 Fairbreeze Dr n "5 �, f„ N 1,3 A °, a Port Townsend, WA 98368 , xril m- P. -w 4 U : ; 1-1, o 0 (,) 8 ,� C37 9 2. m LOUIE'S _ DANIEL C SMITH, PE Consulting Engineers Deck Structural Materials Takeoff This takeoff is an ESTIMATE made by Daniel C. Smith Consulting Engineers(DCSPE)to help prevent surplus ordering. The PSE and Installer must review and confirm the accuracy of this list prior to ordering materials. DCSPE is not liable for the accuracy of this takeoff. The Lowe's item numbers provided are given to the best of DCSPE's ability. Please note that the inventory in your Lowe's store may vary in product or item number. Installer shall use a product equivalent to the listed description and model#. Lowe's Corporate is aware that in some situations,special ordering may be required. PSE and Installer may alter lumber lengths to minimize quantities. Qty value should be considered the number of pieces,or as indicated,the number of linear feet. Some items ship in cases(e.g.,package of 50 anchor bolts)or by weight(e.g., 1 lb nails). PSE and Installer must compare the #required with the*supplied per package and order accordingly. Consider stocking leftovers for future orders. Installer shall be responsible for estimating the number of nails&screws needed to build the deck. DCSPE has listed the types of nails and screws needed for the project. PSE and Installer must verify quantity. DCSPE does not specify finish material item numbers. PSE and/or Installer shall complete the materials list(e.g., decking,fascia,fasteners,etc.)per the customer's purchase. If benches or planters are included,see materials lists on their framing sheets. Lowes# Qty Model# Description LUMBER 476164 1 Top Choice 476164 HF#2 PT 2x 4x10 476168 8 Top Choice 476168 HF#2 PT 2x 6x 8 476181 7 Top Choice 476181 HF#2PT2xlOx8 476182 24 Top Choice 476182 HF#2 PT 2x10x10 476183 7 Top Choice 476183 HF#2 PT 2x10x12 special 1 14 HF#2 PT 2x10x16 9 HF#2 PT 2x12 Stringer(7'Length V.I.F.) 476189 1 Top Choice 476189 HF#2 PT 2x12x16 476192 12 Severe Weather 476192 HF#2 PT 4x4x 8 476196 2 Severe Weather 476196 HF#2 PT 4x6x 8 4-- 476206 1 1 Severe Weather 476206 HF#2 PT 6x6x12 CONNECTION HARDWARE 137478 8 USP JL210IF-TZ inverted Flange Hanger 2x10 116209 63 USP JUS210-TZ Hanger 2x10 2433 USP J6S210-2TZSC Hanger Dbl 2x10 409136 19 USP CSH-TZ Hanger Stringer 177803 4 USP PA46E-TZ Post Base 4x6 - — 6472 3 USP PA66E-TZ Post Base 6x6 12934 17 USP A3-TZ4-- Framing Angle special 1 17 USP DTB-TZ Deck Tie Back 677712 4 USP LTS19-TZ Tension Tie ›- 12/1/2016 2707 40663281 WA 2746 Brian Freund TAKEOFF v5.5.xlsx 1 of 2 ) IL! L , Lowes# Qty Model# Description FASTENERS- Bolts, Anchors & Rods Qty=number of pieces, not packages ... 427083 12 i Hillman 260288(10 ct) Anchor Bolt 1/2"0 x 8"HDG 67375 �` Hillman 811629(1 ct) That-Bolt 1/2"-13 x 6"HDG 67377,4 3 Hillman 811632(1 ct) Thru-Bolt 1/2"-13 x 8"HDG - t 4 i Hillman 812077(1 ct) Lag Bolt 3/8' 0 x 5' HDG 67342 78 Hillman 810512(1 ct) Nut 1/2"-13 HDG 63449 104 ' Hillman 811073(1 ct) Washer 1/2"HDG 67390 8 Hillman 8110721 ct ( } Washer 3/8"HDG FASTENERS - Nails& Screws Installer to determine quantities... per order Decking Screws 41976 Grip-Rite MAXN62433 ! Nails#13 x 2"S.S. 225841 Grip-Rite MAXS62713 Screws#10 x 3"S.S. ALLOWABLE SUBSTITUTIONS special 17 Simpson DTT2Z Deck Tie Back 178132 4USP PAU46-TZ Post Base 4x6 249076 3 USP PAU66-TZ Post Base 6x6 MISCELLANEOUS 10385 41 Quikrete 110180(80 lbs) Concrete Mix for 24.3 cf(w/7%Waste) 10150 1 Quikrete 692203 (optional)Concrete Form-12"0 x 48" FINISH INFORMATION Optional items to help PSE select finishes per customer order.. FYI 478 SF Total Area(wi Stairs, no Waste) �/Nxu X rz 143 v'e`t 3 per order 1.100 LF Decking 6"wide(w/30%Waste) perorder 5 Fascia Board(Qty for 12'long) per order 8 Fascia Board(Qty for 8'long) 476231 10 Severe Weather 476231 HF Railing-Preassembled(72"long) - per order 16 LF per order + 148. Handrail(no Waste). .-_ Pickets 2x2(w/5%Waste) Comments and questions: Lowes@dansmithpe.com —1:72 451 .(j.C:j/- 9 . 6.5 .6r) 6.) tv14 v� 0 1 12/1/2016 2707 40663281 WA 2746 Brian Freund TAKEOFF v5.5.xlsx 2 of 2