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REVIEWED RESUB 1-Riser SpecsIt77 M", R-71 IZ4L_..�7A 160 SW 12TH AVE SUITE 106, DEERFIELD BEACH, FL 33442 (954) 354-0660 1 (866)369-9999 1 ENGINEERINGEXPRESS.COM Technical Evaluation Report THIS DOCUMENT CONTAINS (6) PAGES: THE FIRST PAGE MUST BEAR AN ORIGINAL SIGNATURE & SEAL OF THE CERTIFYING PE TO BE VALID FOR USE (Issued March 4, 2020 Subject to Renew March 3, 2021) (or next code cycle change) EVALUATION SUBJECT: STEEL SADDLE RISER - STD., HEAVY DUTY & DESIGNER LINE TER-20-21957 REPORT HOLDER: REVIEWED SKYLIFT HARDWARE BY y RESUB 1160 Vista Avenue SE CITY OF EDMONDSSalem, OR 97302 USA Jan 07 2022 Phone: (503) 361-2274 1 SkyLifthardware.com MADEIN CITY OF EDMONDS y DEVELOPMENT SERVICES SCOPE OF EVALUATION (compliance with the following codes) THIS IS A STRUCTURAL PERFORMANCE EVALUATION OF THE COMPONENTS LISTED HEREIN ONLY. NO OTHER PERFORMANCE RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN. Positive and negative design forces calculated for use with this system shall be determined by others on a job -specific basis in accordance with the structural requirements of the 2015/2018 IBC/IRC, 2017 (6th EDN) & 2020 (7th EDN) FLORIDA BUILDING CODE AS WELL AS CURRENT VERSIONS OF THE MN, INC, NJ, NY, OH, SC, & VA BUILDING CODES AS APPLICABLE. CODE ENFORCED COMPLIES WITH STATE OF SEAL AND IF MULTIPLE VERSIONS ARE LISTED THEN MOST STRINGENT APPLIES. DESIGN SHALL UTILIZE ASD DESIGN METHOD USING ASCE 7-16 OR ASCE 7-10 CODES FOR SITE SPECIFIC APPLICATIONS AS APPLICABLE. SUBSTANTIATING DATA: Product Evaluation Documents US.A. 24" DEPARTMENT SkyLift Designer Riser" Standard Heavy Duty NOTE: THE GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER IN APPEARANCE. LIMITATIONS & CONDITIONS OF USE: Use of this product shall be in strict accordance with this report as noted herein. See remaining pages for complete limitations and conditions of use. Use provided fasteners for installation. DO NOT SUBSTITUTE FASTENERS. FINISH: All SkyLift risers are in powder -coated black. MATERIAL: Substantiating documentation has been submitted to provide this report and is Steel pipes schedule 40 conform to ASTM A53 grade B, Fy = 35 ksi and Fu = 60 summarized in the sections below. ksi. Steel plates conform to ASTM A36, Fy = 36 ksi and Fu = 58 ksi. Carbon Test Reports Steel. SIDS screws conforme to ICC-ES ESR-2236. Thru bolts to conform to No testing data has been provided and this analysis is based on 360-10 ASTM A307 and SAE J429. Concrete anchors conform to NOA 20-0427.13. Specifications for Structural Steel Building- AISC and 2015 National Design Specification - NDS standards. OPTIONS: INSTALLATION: Installation shall be made in accordance with the manufacturers published installation instructions and this report. • remove roofing materials carefully as required and save for reinstall whenever is possible. Cut an access hole through the roof directly over the exterior bearing wall. Do not cut any roof trusses or rafters. • Verify existing surface and structure for deficiencies, cracks or other imperfections that will create rotation on the system. Design is based on full contact of base plate to host surface. • Determine approximate positioning or layout of all SkyLift roof riser brackets prior cutting any access holes. SkyLift positioning shall be directly over exterior load bearing walls. • Center base plate on top of existing host structure with minimum anchoring edge and end distances required. • Integrity of existing host structure shall be verified by others for new vertical and horizontal imposed loads including re -installation of removed material from access hole. • If the SkyLift column does not extend above the roofline, you may need to purchase a different SkyLift product. Raising SkyLift with additional blocking will create rotation on the system and it is not covered under this report. • Install anchoring (by others) as required according to designer and manufacturer's specifications. • Additional bracing and/or shoring (by others) may required during erection and installation process. • Connect steel bucket to wood beam as shown and as per manufacturer's specifications. Use of wood post for upright support shall be designed by others. Dry wood may split more easily. if wood tends to split, pre -boring holes shall be used with diameters not exceeding 3/4 of the anchor diameter or use a 5/32" bit for SIDS screws. a fastener that splits the wood shall be reevaluated prior loading the connection. This evaluation is valid for the SkyLift Risers sizes listed herein. See following tables and drawings. STRUCTURAL PERFORMANCE: This report is based on individual force direction capacity referred by the standards above. User / designer shall combine forces on more than one direction to find allowable capacity of riser. No allowable stress increase has been used in the preparation of this document. VISIT ECALC.10/2021957 ❑j � M FOR ENGINEER CERTIFIED ORIGINALS „ ' & MORE INFORMATION ABOUT THIS DOCUMENT OR SCAN THE QR CODE TO THE RIGHT > VISIT ENGINEERINGEXPRESS.COM/STORE FOR ADDITIONAL PLANS, REPORTS & RESOURCES il ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SEAL REQUIRED TO BE VALID PER CODE: March 4, 2020 Frank Bennardo, P.E., SECB NOTICE: IF THIS PAGE DOES NOT CONTAIN AN ORIGINAL SIGNATURE & ENGINEER SEAL: IF THERE IS A DIGITAL SIGNATURE ON PAGE 1, THIS DOCUMENT IS PART OF A DIGITALLY SIGNED FILE, SHALL REMAIN IN DIGITAL FORMAT & PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. IF THERE IS NO DIGITAL SIGNATURE ON PAGE 1 OR THIS PAGE DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, THIS DOCUMENT IS A COPY/DRAFT. The IBC defines APPROVED SOURCE as: "An independent dentt person, firm or corporation, approved by the building official, who is Competent and experienced in the application of engineering principles to materials, methods or systems analyses." Engineering Express® professionals meet the Competency requirements as defined in the FBC and can seal their work. Engineering Express@ is regularly engaged in conducting and providing engineering evaluations of sing6 elerment and full-scale building systems tests. SkyLift Riser Engineering Express® I TER-20-21957 �yx��r•��`aw�rNe��l���re�r�re��t•��r•»re�l�� a ONTENTS Designer Riser, Black art No. SK-DR 3.5 C° Long with .5" Saddle & Plate 16)1143 Galv. Hex Head loud Screws. a [)Simpson SDS Strung Tie (43 T-40 Torx'l�' Screws i) T00 Bit 1) Simpson Outdoor xents Hex Head Washers Istallation instructions Patent Pending NOTE: FASTENERS SHOWN ABOVE MAY VARY FOR EACH RISER TYPE. Pergola or patio cover SkyLift support Standard oo pipe flashing 14W Patio roof height determined by post length (24" max. length) House roof SkyLift mounts to wall top plate IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING THE LOAD RATING HEREIN. NO WARRANTY OF ANY KIND, EXPRESSED OR IMPLIED, IS OFFERED BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY THIS PRODUCT. Page 2 of 6 Engineering Express® 160 SW 12th Ave. Suite 106 Deerfield Beach, FL 33442 (954) 354-0660 EngineeringExpress.com Copyright© Engineering Express® All Rights Resewed SkyLift Riser Engineering Express® I TER-20-21957 STANDARD RISER 6" 3/4" 4 1/2" I� I- co BASE PLATE PROVIDE 1/4" DIA. SIMPSON SDS WOOD SCREWS WITH 2" MIN. WOOD THREAD 3/4" PENETRATION AT EACH HOLE LOCATION OR FOR CONCRETE APPLICATIONS PROVIDE 1/4" DIA. ELCO ULTRACONS OR EQ., 1-3/4" EMBED. INTO CONCRETE, 2-1/2" FROM ANY CONCRETE FACE #qlr� 4 op 1/2" 4" 21/2" W+1/8" 213/16" 1„ 1" 11 3/16" 0 0 4 11/16" 0 0 Ty 1 7/8" III j I4 PROVIDE (4) 1/4" DIA. SIMPSON SDS WOOD SCREWS W/ 2" MIN. WOOD THREAD PENETRATION AT EACH HOLE LOCATION 1/4" EXISTING WOOD DOUBLE TOP PLATE, G=0.50 MIN (BY OTHERS). SINGLE TOP PLATES NOT ACCEPTABLE FOR USE 6"JI I 1 2 1/2" I I I I I I I I I I I I I I I I 3 1/4" 1 I I I I NOTE: TOP BRACKET SIZE AND BOLT LOCATIONS MAY VARY AS FIELD CONDITIONS DICTATE. TOP BRACKET CONNECTION SHALL BE VERIFIED BY OTHERS 3/8" DIA. THRU BOLT ASTM A325 1-1/2" DIA.(1.90" O.D.x0.145" THICK WALL) STEEL PIPE SCH. 40 ASTM A53 GR. B SECTIONS EXISTING CONCRETE (f'c >_ 3,000 PSI) (BY OTHERS) PROVIDE (4) 1/4" DIA. ELCO ULTRACON OR EQ., 1-3/4" EMBED. INTO CONCRETE, 2-1/2" FROM ANY CONCRETE FACE 3 1/4" � r 1 Page 3 of 6 Engineering Express® 160 SW 12th Ave. Suite 106 Deerfield Beach, FL 33442 (954) 354-0660 EngineeringExpress.com Copyright© Engineering Express® All Rights Reserved SkyLift Riser Engineering Express® I TER-20-21957 HEAVY DUTY RISER T. PROVIDE 1/4" DIA. SIMPSON SDS WOOD SCREWS WITH 2" MIN. WOOD THREAD 3/4" 2" 3 1/2" 2" 3/4" PENETRATION AT EACH HOLE LOCATION OR FOR CONCRETE APPLICATIONS PROVIDE (8) 5/16" DIA. ELCO ULTRACON OR EQ., 2" EMBED. INTO CONCRETE, 3" FROM ANY CONCRETE FACE 3/4 , 1 O ---= / OI 3/4" BASE PLATE 1/2tt 4" 21/2tt 3/16tt NOTE: TOP BRACKET SIZE „ 1 1Al 1" W+1/8" AND BOLT LOCATIONS MAY 2 13/16 VARY AS FIELD CONDITIONS DICTATE. TOP BRACKET 4 11/16" 0 0 CONNECTION SHALL BE VERIFIED BY OTHERS 0 0 7/8„ n 2" DIA. (2.375" O.D.x0.154" THICK WALL) STEEL PIPE SCH. 40 ASTM A53 GR. B PROVIDE (8) 1/4" DIA. SIMPSON SDS WOOD SCREWS WITH 2" MIN. WOOD THREAD PENETRATION AT EACH HOLE LOCATION 3/8" J EXISTING WOOD DOUBLE TOP PLATE G=0.50 MIN (BY OTHERS). SINGLE TOP PLATES NOT ACCEPTABLE FOR USE IN C 3/8" DIA. THRU BOLT ASTM A325 a s EXISTING CONCRETE (f is >_ 3,000 PSI) (BY OTHERS) = PROVIDE (8) 5/16" DIA. ELCO ULTRACON OR EQ., 2" EMBED. INTO CONCRETE, 3" FROM ANY CONCRETE FACE 9oo tt 3/8tt a.. A n G G SECTIONS Page 4 of 6 Engineering Express® 160 SW 12th Ave. Suite 106 Deerfield Beach, FL 33442 (954) 354-0660 EngineeringExpress.com Copyright© Engineering Express® All Rights Reserved SkyLift Riser Engineering Express® I TER-20-21957 111*11C3L1I4:401-IMN 1/2" DIA. THRU BOLT SAE GRADE 5 STEEL BUCKET TO WOOD BEAM DESIGN IS BY OTHERS AND SHALL _/ BE UNDER A SEPARATE CERTIFICATION 2 3/4" �f W+1/8" "--l' 0 0 �0 0 0 0 0 It 2" DIA.(2.375" O.D.x0.154" THICK WALL) STEEL PIPE SCH. 40 ASTM A53 GR. B PROVIDE (8) 1/4" DIA. SIMPSON SDS WOOD SCREWS WITH 2" MIN. WOOD THREAD PENETRATION AT EACH HOLE LOCATION PROVIDE (8) 1/4" DIA. SIMPSON SDS WOOD SCREWS WITH 2" MIN. WOOD THREAD PENETRATION 7j1 z 2 ISOMETRIC 3 1/2" EXISTIr DOUBLE T G=0.5( OTHERS). SINGLE TOP PLATES NOT ACCEPTABLE FOR USE PROVIDE (8) 5/16" DIA. ELCO ULTRACON OR EQ., 2" EMBED. INTO CONCRETE, 3" FROM ANY CONCRETE FACE a. n m a. EXISTING CONCRETE (f'c >_ 3,000 PSI) (BY—\ OTHERS) SECTIONS Page 5 of 6 Engineering Express® 160 SW 12th Ave. Suite 106 Deerfield Beach, FL 33442 (954) 354-0660 EngineeringExpress.com Copyright© Engineering Express® All Rights Reserved SkyLift Riser Engineering Express® I TER-20-21957 SECTION 2: ALLOWABLE CAPACITIES TABLE 1: ALLOWABLE LOAD CAPACITIES WOOD SUBSTRATE (INDIVIDUAL): TYPE MODEL DIMENSIONS SUBSTRATE UPLIFT DOWN F1 F2 W H Cd=1.0 Cd=1.6 Cd=1.0 Cd=1.6 SK18-B3.5 3.5 in 18.0 in WOOD 74311bs 25001bs 17311bs 27611bs 5811bs 9211bs STANDARD SK24-B3.5 3.5 in 24.0 in WOOD 743lbs 25001bs 130lbs 2081bs 43lbs 691bs SK18-HD3.5 3.5 in 18.0 in WOOD 14831bs 25001bs 35111bs 4801bs 1541bs 2461bs SK18-HD4R 4.0in 18.0 in WOOD 14831bs 250011bs 35111bs 4801bs 1541bs 24611bs SK18-HD5.5 5.5 in 18.0 in WOOD 14831bs 250011bs 35111bs 48011bs 1541bs 24611bs SK18-HD6R 6.0in 18.0 in WOOD 14831bs 25001bs 351lbs 4801bs 1541bs 2461bs HEAVY DUTY SK24-HD3.5 3.5 in 24.0 in WOOD 14831bs 25001bs 2631bs 3601bs 1151bs 1841bs SK24-HD4R 4.0in 24.0 in WOOD 14831bs 250011bs 26311bs 3601bs 1151bs 18411bs 5K24-HD5.5 5.5 in 24.0 in WOOD 14831bs 250011bs 26311bs 36011bs 1151bs 18411bs SK24-HD6R 6.0in 24.0 in WOOD 14831bs 25001bs 263lbs 3601bs 1151bs 1841bs SK-DR3.5 3.5 in 12.0 in WOOD 10551bs 25001bs 52711bs 7201bs 2311bs 3691bs SK-DR4 4.0in 12.0 in WOOD 10551bs 250011bs 52711bs 7201bs 2311bs 36911bs DESIGNER SK-DR5.5 5.5 in 12.0 in WOOD 10551bs 250011bs 52711bs 72011bs 2311bs 36911bs SK-DR6 6.0in 12.0 in WOOD 10551bs 25001bs 527lbs 7201bs 2311bs 3691bs t TABLE 2: ALLOWABLE LOAD CAPACITIES CONCRETE SUBSTRATE (INDIVIDUAL): TYPE MODEL DIMENSIONS SUBSTRATE UPLIFT DOWN F1 F2 W H SK18-B3.5 3.5 in 18.0 in CONCRETE 7431bs 25001bs 2281bs 761bs STANDARD SK24-B 3.5 3.5 in 24.0 in CONCRETE 7431bs 25001bs 1711bs 571bs SK18-HD 3.5 3.5 in 18.0 in CONCRETE 14831bs 25001bs 3151bs 1381bs SKIS -HID 4R 4.0in 18.0 in CONCRETE 14831bs 25001bs 3151bs 1381bs SK18-HD 5.5 5.5 in 18.0 in CONCRETE 14831bs 25001bs 3151bs 1381bs SKIS -HID SR 6.0in 18.0 in CONCRETE 14831bs 25001bs 3151bs 1381bs HEAVY DUTY SK24-HD 3.5 3.5 in 24.0 in CONCRETE 14831bs 25001bs 2361bs 1031bs SK24-HD41R 4.0in 24.0 in CONCRETE 14831bs 2500lbs 2361bs 1031bs SK24-HD 5.5 5.5 in 24.0 in CONCRETE 14831bs 25001bs 2361bs 1031bs SK24-HD SR 6.0 in 24.0 in CONCRETE 14831bs 25001bs 2361bs 1031bs SK-DR 3.5 3.5 in 12.0 in CONCRETE 10551bs 25001bs 4721bs 1551bs SK-DR4 4.0in 12.0 in CONCRETE 10551bs 25001bs 4721bs 1551bs DESIGNER SK-DR 5.5 5.5 in 12.0 in CONCRETE 10551bs 25001bs 4721bs 1551bs SK-DR6 6.0in 12.0 in CONCRETE 10551bs 25001bs 4721bs 1551bs CAPACITY TABLE NOTES (ALL SIZE OPTION 1. LOAD DURATION, Cd SHALL BE DETERMINED BY USER. USER MAY USE 1.6 FOR WIND LOADS APPLICATIONS. 2. ALLOWABLE LOAD CAPACITIES LISTED HEREIN ARE FOR INDIVIDUAL FORCES CHECK ONLY. LOAD COMBINATIONS WITH HORIZONTAL AND VERTICAL FORCES SHALL BE VERIFIED BY OTHERS IN ACCORDANCE TO ASCE 7-10 AND G2 ASCE 7-16 LOAD COMBINATIONS AND SHALL ADHERE TO THE FOLLOWING UNITY EQUATION: ([UPLIFT_REQUIRED/UPLIFT] +[F1_REQUIRED/F1] + [F2_REQUIRED/F2]) < 1.0. 3. WOOD SUBSTRATE HOST STRUCTURE SHALL HAVE MINIMUM SPECIFIC GRAVITY, G EQUAL OR BETTER THAN 0.50 AND COMPRESSIVE STRENGTH OF 3,000 PSI FOR CONCRETE SUBSTRATE. NOTE: Higher lateral values may be achieved by combining this product with the SkyLift LSS (Lateral Stabilizer Strap). See TER 20-29481. I UPLIFT t r Uj1rT� F1 F7 DESIGNER OPTION SHOWN THIS DIAGRAM APPLIES TO ALL RISER TYPES HEREIN F1 IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING THE LOAD RATING HEREIN. NO WARRANTY OF ANY KIND, EXPRESSED OR IMPLIED, IS OFFERED BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY THIS PRODUCT. Page 6 of 6 Engineering Express® 160 SW 12th Ave. Suite 106 Deerfield Beach, FL 33442 (954) 354-0660 EngineeringExpress.com Copyright© Engineering Express® All Rights Resewec