HomeMy WebLinkAboutS004VALID FOR 1 PERMIT ONLY U.N.O.REMARKS DRWNCHKD DATESCALE:
COPYRIGHT ENGINEERING EXPRESS®C:\Users\eric\Engineering Express\Production - Documents\Projects\20-25436 Aluminum Louvered Roof\WP\20-25436j Louvered Roof MPS (IBC).dwg07/30/2020 - 9:01am eric -- - - -- - - 7/22/20RWN EPR 05/11/20RWN EPR 2018 IBC UPDATE 08/24/18TSB RWN INIT ISSUE (AS 18-5654) REQUIRED ALLOWABLE DESIGN PRESSURES USED IN COORDINATION WITH
THIS DOCUMENT SHALL BE CALCULATED SEPARATELY PER THE STRUCTURAL
REQUIREMENTS OF THE 2012, 2015 OR 2018 INTERNATIONAL BUILDING
CODES & ASCE 7-16 OR ASCE 7-10 AS APPLICABLE USING ALLOWABLESTRESS DESIGN METHODOLOGY
DESIGN NOTES:
GENERAL NOTES:
SUNDANCE LOUVERED ROOFS, LLC
ALUMINUM LOUVERED ROOF MASTER PLAN SHEET
1.THIS DOCUMENT SHALL NOT BE USED OR REPRODUCED WITHOUT THE ORIGINAL
SIGNATURE & RAISED SEAL OF FRANK BENNARDO, P.E. ALTERATIONS, ADDITIONS OR OTHER
MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION.
PHOTOCOPIES AND UNSEALED DOCUMENTS ARE NOT TO BE ACCEPTED.
2.THIS STRUCTURE HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE
WITH THE STRUCTURAL PROVISIONS OF THE 2012, 2015, OR 2018 INTERNATIONAL BUILDING
CODES. CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE
AMENDMENTS WHICH MAY APPLY AND GOVERN. DESIGN CRITERIA OR SPANS BEYOND STATED
HEREIN MAY REQUIRE ADDITIONAL SITE SPECIFIC SEALED ENGINEERING.
3.NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS
SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN.
4.THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH
THIS DESIGN IS USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING
SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR.
5.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR
A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,
A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS
FOR USE IN CONJUNCTION WITH THIS DOCUMENT.
6.THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON ROOF,
INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY GREATER
DESIGN CRITERIA. THIS ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED BY
A LICENSED ENGINEER OR REGISTERED ARCHITECT.
7.LOUVER SYSTEM HINGES AND OPERABILITY ARE OUTSIDE THE SCOPE OF THIS
CERTIFICATION.
8.LINEAR INTERPOLATION FOR MEMBER SPANS MAY BE USED FOR ALL LOUVER AND BEAM
SCHEDULES.
9.ALL FASTENERS TO BE #14 OR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE.
FASTENERS SHALL BE CADMIUM-PLATED OR OTHERWISE CORROSION-RESISTANT MATERIAL AND
SHALL COMPLY WITH "SPECIFICATIONS FOR ALUMINUM STRUCTURES" BY THE ALUMINUM
ASSOCIATION, INC., & ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES.
10.FOR ALUMINUM MEMBERS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END
DISTANCE AND 2.5xDIAMETER MIN. SPACING TO ADJACENT ANCHORS, UNLESS NOTED
OTHERWISE.
11.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'
RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE AS NOTED HEREIN.
12.ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY.
13.THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR
MATERIALS TO PREVENT ELECTROLYSIS.
14.ALL ALUMINUM SHALL BE 6063-T6 ALLOY AND TEMPER UNLESS NOTED OTHERWISE.
15.ALL CONCRETE AND EPOXY TO REACH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI
IN 7 DAYS.
16.STEEL REINFORCEMENT: ALL REINFORCEMENT SHALL BE DEFORMED BARS OF
INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO CURRENT REQUIREMENTS OF ASTM
A615, GRADE 60 (U.N.O.), FREE FROM OIL, LOOSE SCALE AND LOOSE RUST; AND BENT, LAPPED,
PLACED, SUPPORTED AND FASTENED ACCORDING TO THE "ACI DETAILING MANUAL" AND ACI
318. ALL STEEL SHALL BE SECURELY HELD IN PLACE DURING POURING OF CONCRETE. IF
REQUIRED, ADDITIONAL BARS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR TO FURNISH
SUPPORT FOR ALL BARS.
17.ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY.
USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS
ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING
FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT
WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN.
18.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR
AFFIRMATIONS ARE INTENDED.
19.ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT
PERMITTED AND INVALIDATE THIS CERTIFICATION.
ANY LOUVERED ROOF SYSTEM COMPONENTS/DETAILS NOT
LISTED HEREIN SHALL BE PER MANUFACTURER'S
RECOMMENDATIONS
SEE SHEET 8 FOR
OVERHANG OPTIONS
SCAN HERE:
OR, GO TO
ECALC.IO/2025436
ABOUT THIS DOCUMENT
ENGINEER-CERTIFIED ORIGINALS, VARIATIONS
& MORE INFORMATION CAN BE FOUND BY
VISITING ENGINEERINGEXPRESS.COM/STORE
OR BY SCANNING OR USING
THE WEB ADDRESS FOUND HERE >
THIS DOCUMENT NOT VALID WITHOUT
ORIGINAL ENGINEER CERTIFICATION
NOTE: SINGLE-BAY AND DOUBLE-BAY PLAN VIEWS ARE SHOWN
ON THIS PAGE. FOR MULTI-BAY OPTIONS, SEE PAGE 3.
BEAM SPAN
(SEE SCHEDULES)LOUVER SPAN(SEE SCHEDULES)UNLOADED
OUTER
BEAM
MAIN BEAM
MAIN BEAM
POST,
TYP.
LOUVERS,
TYP.
BEAM SPAN
(SEE SCHEDULES)LOUVER SPAN(SEE SCHEDULES)UNLOADED
OUTER
BEAM
LEDGER
BEAM
MAIN BEAM
POST,
TYP.
LOUVERS,
TYP.
STRUCTURE,
BY OTHERS
BEAM SPAN
(SEE SCHEDULES)LOUVER SPAN(SEE SCHEDULES)UNLOADED
OUTER
BEAM
MAIN BEAM
MAIN BEAM
LOUVERS,
TYP.
BEAM SPAN
(SEE SCHEDULES)
MAIN BEAM
POST,
TYP.
BEAM SPAN
(SEE SCHEDULES)LOUVER SPAN(SEE SCHEDULES)UNLOADED
OUTER
BEAM
MAIN BEAM
LOUVERS,
TYP.
BEAM SPAN
(SEE SCHEDULES)
MAIN BEAM
POST,
TYP.
LEDGER
BEAM
HOST
STRUCTURE,
BY OTHERS
N.T.S.
FREESTANDING (4 POSTS)
PLAN N.T.S.
HOST ATTACHED (2 POSTS)
N.T.S.
FREESTANDING (6 POSTS)
N.T.S.
HOST ATTACHED (3 POSTS)
22
42
12
42
1
222
3
2
3
2
PLAN
PLANPLAN
BEAM TO
CORNER
POST
BEAM TO
CORNER
POST
BEAM TO
CORNER POST
BEAM TO
CORNER POST
BEAM
TO MID
POST
05/04/2021
VALID ONLY FOR ZIP CODE: 46033
VALID ONLY FOR: Cutting Edge Hardscapes
FOR PERMIT USE WITHIN 14 DAYS OF
DIGITAL SEAL
PE10606888
ATTENTION: PRINTED COPIES OF THIS FILE
NOT TO BE USED TO OBTAIN PERMIT
Digitally signed
by Frank
Bennardo
Date:
2021.05.04
15:29:40 -04'00'
06/29/21