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HomeMy WebLinkAboutFinal porch and deck review 7019 Hickory Drive Larson Engineering,Inc. Labore Road Whit APPROVED White Bear Lake,MN 55110-5100 651.481.9120 Fax 651.481.9201 www.larsonengr.com Jensen D06/02/2023 Larson SEPARATE PERMITS FOR: ELECT, PLUMB. MECH. This plan copy to be at job site Bob and Deb Falkner 7019 Hickory Dr NE Fridley, MN "Foundation Design" Structural Drawings Smoke detectors in each sleeping room and on each level of the house per R314 CO detection per R315 2020 IRC. Prepared for James Krantz Tempered glass per R308 2020 Spring Lake Park, MN IRC I hereby certify that this plan, specification, or report was Prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name Kerry Rauschendorfer Signature Date May 18, 2018 License#45840 Larson Engineering, Inc. Minnesota Office Project Number 11230370.000 0 2023 Larson Engineering,Inc.All rights reserved. Larson Engineering,Inc. 3524 Labore Road White Bear Lake,MN 55110-5126 651.481.9120 Fax: 651.481.9201 www.larsonengr.com Larson Design Criteria Proiect Information: Project: 4-Seasons Porch, 7019 Hickory Dr NE Project Location: Fridley,MN Project Number: 11230370.000 Building Code Used For Design: Minnesota Residential Code, 2020 Edition. (IRC 2018) General Notes: 1. The intent of these drawings is primarily to provide structural information that may be outside the scope of conventional residential construction. If any discrepancies are noted, they should be brought to the engineer's attention prior to construction. In addition to these drawings, all structural provisions of the Minnesota Residential Code shall be followed. 2. The drawings represent the finished structure.All means and methods not explicitly addressed are the responsibility of the contractor. 3. Refer to architectural drawings for dimensions. 4. The contractor shall verify/field check, all sizes, dimensions, elevations, locations, etc. of elements of the existing construction which are relative to new construction. 5. All dimensions involving new work tying into or governed by existing construction shall be field checked by the contractor and furnished to the subcontractor prior to fabrication of any work. 6. The contractor shall properly brace the structure during construction. 4-Seasons Porch,7019 Hickory Dr NE Fridley,MN Load Criteria 1. Snow Load: Ground Snow Load, pg= 50 psf Roof Snow Load, pf=0.7 x pg=35 psf 2. Floor Live Load: Rooms other than sleeping rooms =40 psf 3. Dead Load: Dead load on new addition=20 psf Dead load on roof of new addition=20 psf Dead load of walls in new addition= 15 psf Dead load on new deck= 15 psf Footings: 1. All footings shall bear on natural undisturbed soil or on compacted granular fill. In lieu of soil borings, footings have been designed for a maximum soil bearing pressure of 2,000 PSF. It is the responsibility of others to verify this bearing capacity. 2. Unheated exterior footings are recommended to have a minimum soil cover of 4'- 0". Soil cover is measured from the bottom of the footing to top of grade. Footing steps shall be located and installed in accordance with the plans. Concrete: 1. Concrete work shall conform to all requirements ofACI 301.All concrete shall be normal weight. The minimum compressive strength of concrete shall be as follows: a. Footings - Pc =5,000 psi. 2. Steel reinforcement shall meet the requirements of ASTM A615, (Fy= 60 ksi). Reinforcement lap splices shall be 60 bar diameters, unless noted otherwise. Larson 11 11230370.000 �+ 4-Seasons Porch,7019 Hickory Dr NE Fridley,MN Structural Wood: 1. Dimensional lumber shall be Northern SPF No. 2 or better, UNO. See IRC Table R602.3(1) for fastening schedule. 2. All wood in direct contact with concrete, earth, or weathering shall be treated. 3. All steel in contact with treated wood(connectors,joist hangers, nails, bolts, etc.) shall be stainless steel or galvanized. 4. Engineered lumber shall have the following minimum properties: A. Laminated Veneer Lumber(LVL): Allowable bending stress, Fb=2,600 PSI (beams) Allowable shear stress, F,,=285 PSI (beams) Modulus of elasticity, E= 1,900,000 PSI (beams) B. Multi-ply members shall be fastened together according to manufacturer's recommendations,unless noted otherwise on plans. 5. Simpson products called out herein may be replaced with USP or similar of equal or greater capacity. 6. Wood I joists shall be TJI by Weyerhaeuser Trusjoist or approved equal. I-joist and accessory products such as rim joists, blocking panels, squash blocks, web stiffeners,joist hangers, etc., shall be provided and installed in accordance with the applicable installation details as shown in the supplier's installation manual. Fasteners. Welds & Anchors 1. Fasteners and connectors used with treated wood shall be galvanized or coated and qualified to be used with treated wood. 2. Structural steel bolts shall meet the requirements of ASTM A325 (Fu = 120 ksi). 3. Bolts used in wood member construction shall have a minimum bolt bending yield strength of Fyb=45 ksi 4. All post-installed anchors shall be as noted on drawings and shall be installed in accordance with the manufacturer's printed installation instructions and ICC evaluation reports corresponding to that anchor. Larson III 11230370.000 L ...................................................... �. Ar d Q 9• O N cn o —yfy LL ?3—Z cc ri i a u a d J LL $ LL ch ~ cn � j F-- P-oc kir STAIRS AND LANDINGS MIN. 36" — 0 C? I WI DE I 1 —1— u- N -77 we - 0 1 4.0 p<2r BUILD GUARDS TO 5 WITHSTAND MIN. 200LB LATERAL 141 FORCE 210 9-1/2" 1 JOISTS O.C. MAX RAIL SPACING @ 16' 'ACING 4". MIN GUARD HEIGHT; w 3611 -H, 2x8 @ 16" O.C. PROVIDE STAIRW I U IN TION , 1 z b ri Lu 0 C) 0 U) A. z . - :3 co ., o () cv) u) 2 N ILL IN u- tx-R - 1v L u J i ii;2 FF[ cn _I_ L__... - Ef lgl r-r�-- Aj LU 210 9-1/2" 1 JOISTS C @ 16" O.C. n w C , 2x8 @ 16" O.C. ' i _j c 441i— .--- CD ?. �LL --1--- L C . `a v LL �J � •�� dam'� --•—, --{-- � �- O W 11 I I 1 1 W c) LL p o zW C) _ aQcUn U a v a U a O N to U a LO „0-8 _ 110-68 EL J - 0! -- p _ i — - - - — C s c N U) d = L z Q -- l � U ; � o 14 / J 04 cn S; 1ns I W m *k Larson Enginaring,Inc. SUBJECT: 4 Season Porch SHEET NO. 3524 Labore Road White Bear Lake,MN 55110-5100 7019 Hickory Dr.NE PROJECT NO. 11230370 651.481.9120 Fax: 651.481.9201 Fridley,MN BY: DA DATE: 05/18/2023 www.larsonengr.com Larson COLUMN SCHEDULE (MARK COLUMN SIZE NOTES USE .SIMPSON ABU66Z POST BASE V#.5/8" DIA. X .5" LONG POST INSTALLED ANCHOR AND Cl 16 X 6 SIMIPSON LCE4 POST CAP PIER SCHEDULE DARK DESCRIPTION REINFORCEMENT P1 12" DIA. X 4'-{)" COLIC. PIER (1) #4 VERT. BAR 2" DIA. X 4'-�0" COLIC. PIER BELLED OUT P2 (1) #4VERT. BAR TO 14" ON THE BOTTOM 16" DIA. X 4'-O" CONC. PIER BELLED OUT #5 VERT. BARS P3 �+�r/#3 TIES 1�i" TO 22" ON THE BOTTOM O.C. P4 18" DIA. X4'-G" CONC. PIER BELLED OUT (4) #5 VERT. BARS TO 26" ON THE BOTTOM 1#3 TIES @ 16" O.C. 18" DIA. X 4'-0" CONC. PIED BELLED OUT #5 VERT. BARS ,.��f #8 TIES 16" P.5 TO 84" ON THE BOTTOM O.C. µ_3,Z 7 _ 1 I1 mk ' S I \ ` � •l U� �� � .�. ,ate Now Consbuctlon Energy Code - C'ompllan e� u r<.s..r.wr.s..r+n r.......�.m....�....u.�•--�..Cato '!0I 'ot,o wr.wx�rdwrrcr.®e . Tsr.d G W .m tbr. Imago he� T " OPE w.: yti,rw wow ` of sy � a erw c.n.a ew vaawm�re.a '� °tliOf yr°'•'n.ea..,` P.Anrlyd Sl.e an('iM. Nn Jew Itl ile.rl -O a•m Ewan wr ca.o..w..a dry N.tlowf w onw.,n1.d alwy cavnawummmeiwa - IivrebNNVY..bM.Taf n. Bui/ding--Wpe air tlgMness: - - wrnto.sao,,.. 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