Project Ideas

ManualsBrandsSimpson Strong-Tie ManualsBasesOutdoor Accents 4 in. x 4 in. Rough ZMAX Galvanized Steel Black Powder-Coat Post Base

Note:

Your use of these Drawings/Plans must be reviewed and approved by

qualified professionals familiar with all applicable building codes. The specific

design and location of the structure, the building materials used, the quality of

construction, the condition of the soils or substrates involved, and site-specific

loading due to the particular characteristics of potential impact events such as

earthquakes and high velocity winds will affect the strength and safety of the

structure or project. For important information, please review the applicable

Simpson Strong-Tie catalogs and other information available at

www.strongtie.com

related to the products shown in the Drawings/Plans.

Sheet List

Sheet Number Sheet Name

S.1 Perspective View

S.2 Foundation Plan

S.3 Roof Plan

S.4 Elevation 1

S.5 Elevation 2

S.6 Material Take Off Framing

S.7 Material Take Off Connector

•

5956 W. Las Positas Blvd.

Pleasanton, CA 94588

•

Tel: (800) 999-5099

•

Product Information: www.strongtie.com/outdooraccents

•

Technical or Product Questions: www.strongtie.com/asksimpson

SIMPSON Strong-Tie, Co. Inc.

Date: 01-15-2018

Scale: N.T.S.

Sheet no.:

S.1 of 7

ES-173255

Summary of content (11 pages)

PAGE 1
Note: Your use of these Drawings/Plans must be reviewed and approved by qualified professionals familiar with all applicable building codes. The specific design and location of the structure, the building materials used, the quality of construction, the condition of the soils or substrates involved, and site-specific loading due to the particular characteristics of potential impact events such as earthquakes and high velocity winds will affect the strength and safety of the structure or project.
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112" 88" 12" APB44 w/ SDWS22312DBB and STN22 Typ. 24" 12" 12" 24" 96" CONCRETE SLAB AND FOUNDATION DESIGNED BY OTHERS. 12" S.5 120" Elevation 2 Typ. 4x4 C Elevation 1 S.4 Foundation Plan 1/2" = 1'-0" Date: 01-15-2018 SIMPSON Strong-Tie, Co. Inc. • 5956 W. Las Positas Blvd. Pleasanton, CA 94588 • Tel: (800) 999-5099 • Product Information: www.strongtie.com/outdooraccents • Technical or Product Questions: www.strongtie.com/asksimpson Scale: As noted ES-173255 Sheet no.: S.
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10" Typ. 2x2@10 1/4" Typ. 2x8 D 16" 4x4 C 128" 24" 24" DSVR3 (red) or DSVT3 (tan), Typical 24" 2x10 A 16" 24" 2x2 B Approx. 11 1/2" On Center 16" 88" 16" 120" Roof Plan 1/2" = 1'-0" Date: 01-15-2018 SIMPSON Strong-Tie, Co. Inc. • 5956 W. Las Positas Blvd. Pleasanton, CA 94588 • Tel: (800) 999-5099 • Product Information: www.strongtie.com/outdooraccents • Technical or Product Questions: www.strongtie.com/asksimpson Scale: As noted ES-173255 Sheet no.: S.
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2x2 B APDJT2-4 on Both Sides 2x10 A (2) SDWS22512 at Top (2) SDWS22312 at Bottom (2) SDWS22512 at Top 2x8 D APDJT2-4 on Both Sides (2) SDWS22512 at Bottom Approx. 11 1/2" On Center SDWS22312DBB + STN22 + Decorative Washer 9 1/4" 2x2 B 18 3/4" 2x10 A 4X4 E 30 3/4" SDWS22512DBB + STN22 Knee Brace to Post, Typical 4x4 C 69" 4x4 C APB44 w/ SDWS22312DBB and STN22 CONCRETE SLAB AND FOUNDATION DESIGNED BY OTHERS.
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2x2 B 4x4 C 2x10 A (2) SDWS22512 at Top (2) SDWS22512 at Top 2x8 D (2) SDWS22512 at Top @ Approx. 11 1/2" O.C. Typ. 2x10 A APA21 w/ SD10112DBB 18 3/4" 10 3/4" 2x2 B APDJT2-4 on Both Sides 2x8 D 4X4 F 21 1/2" SDWS22512DBB + STN22 Knee Brace to Post, Typical 4x4 C 69" 4x4 C APB44 w/ SDWS22312DBB and STN22 5/8" Diameter Anchor to APB44 to Base CONCRETE SLAB AND FOUNDATION DESIGNED BY OTHERS. Elevation 2 1/2" = 1'-0" Date: 01-15-2018 SIMPSON Strong-Tie, Co. Inc. • 5956 W. Las Positas Blvd.
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Framing Schedule Model 2x10 2x2 4x4 2x8 4X4 4X4 Quantity 7 11 4 4 4 4 Mark A B C D E F Cut Length 120" 128" 96" 128" 43 1/2" 30 3/8" 3" 120". 2x10x12' (7) A 6" 128". (11) B 2x2x12' 96" (4) C 4x4x8' 5" 2x8x12' (4) D A A- p. Ty " 2 2 1/4" 128". 4x4x8' (2) E 2 3/ 4" Ty p. 2 3/4" 43 1/2" Typ. CL A A- p. Ty " 2 . Typ 45° Ø1 3/4" SECTION A-A 4x4x8' (2) F 2 3/ 4" Ty p. . Typ 45° 30 3/8" Typ. Date: 01-15-2018 SIMPSON Strong-Tie, Co. Inc. • 5956 W. Las Positas Blvd.
PAGE 7
Simpson's Connector Schedule Model 5/8" Diameter Anchor APA21 APB44 APDJT2-4 APDMW56 Round Washer DSVR3 (red) or DSVT3 (tan) SD10112DBB SDWS22312DBB + STN22 SDWS22512DBB + STN22 Quantity 4 6 4 16 32 77 12 80 40 (12) APB44 (4) SD10112DBB APA21 (6) DSVR3 (red) or DSVT3 (tan) APDJT2-4 (16) SDWS22312DBB APDMW56 (32) SDWS22512DBB (40) STN22 (120) 5/8" Diameter Anchor Bolt (design by others) (4) (77) (80) Date: 01-15-2018 SIMPSON Strong-Tie, Co. Inc. • 5956 W. Las Positas Blvd.
PAGE 8
Outdoor Accents® 10x10 Pergola Plans License Agreement and Terms Effective Date: November 2, 2017 PLEASE READ THIS LICENSE AGREEMENT (“AGREEMENT”) BEFORE ACCESSING OR USING THE DRAWINGS OR PLANS (“PLANS”). IF YOU AGREE TO THE TERMS OF THIS AGREEMENT, PRESS THE “I AGREE” BUTTON, WHICH INDICATES THAT YOU ACCEPT AND AGREE TO BE BOUND BY THE TERMS OF THIS AGREEMENT.
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comply with the above restrictions will result in automatic termination of this license and will make available to Company other legal remedies. This license is not a sale of the original or any backup copy. If any of the Company’s copyrighted works are reproduced or their contents displayed, you must include the legend “Copyright (c) 2017 Simpson Strong-Tie Company Inc. All rights reserved.
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ALLOCATION OF RISK. IF YOU OBTAINED THIS LICENSE IN THE UNITED STATES, SOME STATES DO NOT ALLOW THE LIMITATION OR EXCLUSION OF LIABILITY FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES, SO THE ABOVE LIMITATION MAY NOT APPLY TO YOU. TERM AND TERMINATION The license provided herein is effective until terminated. This license automatically terminates if you fail to comply with its terms and conditions.
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This Agreement, along with the Simpson Strong-Tie User Agreement and Privacy Policy, constitutes the entire agreement between the parties concerning the subject matter hereof and thereof, and supersedes all prior or contemporaneous representations, discussions, proposals, negotiations, conditions, agreements and communications, whether oral or written, between the parties relating to the subject matter of this Agreement and all past courses of