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COPYRIGHT ENGINEERING EXPRESSC:\Users\colby\Engineering Express\Production - Documents\Projects\20-25436 Aluminum Louvered Roof\WP\Drawings & CAD\20-25436n Louvered Roof MPS.dwg07/23/2021 - 1:43pm colby INIT ISSUE (18-5654) RWN TSB 8/24/182018 IBC EPR RWN 5/11/20DETAIL UPDATES EPR RWN 7/22/202021 UPDATE CCB AEM 7/13/21- - - -SUNDANCE LOUVERED ROOFS, LLC
ALUMINUM LOUVERED ROOF MASTER PLAN
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DESIGN NOTES
1. ALLOWABLE DESIGN PRESSURES UTILIZED IN THIS DOCUMENT HAVE BEEN CALCULATED PER THE
REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (2018) & ASCE 7-16 USING ALLOWABLE STRESS
DESIGN METHODOLOGY WITH THE CRITERIA AS OUTLINED HEREIN. THE CONTRACTOR SHALL CONTACT THE
AUTHORITY HAVING JURISDICTION TO ENSURE APPROPRIATE CRITERIA TO BE USED BEFORE CONSTRUCTION
BEGINS. THE SYSTEM HAS NOT BEEN DESIGNED TO WITHSTAND CONCENTRATED LOADS FROM HUMAN
ACTIVITY.
GENERAL NOTES
2. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF
THE FLORIDA BUILDING CODE 7TH EDITION (2020). ALSO APPLICABLE FOR THE FBC 6TH EDITION (2017),
IBC/IRC (2015 & 2018), AS WELL AS CURRENT VERSIONS OF THE MN, NC, 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. CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL
BUILDING CODE AMENDMENTS WHICH MAY APPLY AND GOVERN. DESIGN SHALL UTILIZE ASD DESIGN METHOD
USING ASCE 7-16 OR ASCE 7-10 CODES FOR SITE SPECIFIC APPLICATIONS AS APPLICABLE. 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. PRODUCT APPROVED FOR USE IN SEISMIC DESIGN CATEGORY A-C PER REQUIREMENTS OF ASCE 7 AND
CALIFORNIA BUILDING CODE 2019. FOR SEISMIC DESIGN CATEGORY D-F AND ANY CONCRETE CONNECTIONS,
ADDITIONAL REVIEW BY THIRD-PARTY ENGINEERS IS REQUIRED FOR THE VALIDITY OF THE DESIGN.
5. 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.
6. THE CONTRACTOR SHALL CONSIDER POSSIBLE IMPOSING LOADS ON ROOF, INCLUDING BUT NOT LIMITED TO
ANY SNOW, WIND, OR CONCENTRATED LOADS WHICH MAY JUSTIFY GREATER DESIGN CRITERIA. THIS
ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED BY A LICENSED ENGINEER OR REGISTERED
ARCHITECT BEFORE USE WITH THE INFORMATION HEREIN.
MATERIALS
7. ALL ALUMINUM SHALL BE 6063-T6 ALLOY AND TEMPER UNLESS NOTED OTHERWISE.
8. WOOD HOST STRUCTURE & ALL WOOD MEMBERS SHALL BE "#2 SOUTHERN YELLOW PINE" G=0.55 OR GREATER
DENSITY WHERE APPLICABLE.
9. CONCRETE MIXTURES SHALL BE DESIGNED TO REACH A COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. ALL
MIXING, TRANSPORTING, PLACING, & CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318. NO
ADMIXTURES ARE TO BE USED WITHOUT THE WRITTEN APPROVAL OF THE ABOVE-SIGNED ENGINEER. CONCRETE
SHALL BE TYPE 1 PORTLAND CEMENT MEETING THE REQUIREMENTS OF ASTM C150, AGGREGATES TO MEET ASTM
C33. POTABLE WATER SHALL BE USED.
NON-STRUCTURAL ELEMENTS:
10. THE INSTALLATION OF ANY ACCESSORIES THAT DO NOT AFFECT THE STRUCTURAL INTEGRITY OF THE
STRUCTURE ARE OUTSIDE THE SCOPE OF THIS CERTIFICATION AND NOT REQUIRED TO BE CERTIFIED UNDER
THIS STRUCTURAL DRAWING. THEY MAY BE INSTALLED WITHIN LIMITATIONS STATED HEREIN AND AS DESIRED
PER MFR. SPECIFICATIONS. DETAILS PROVIDED HEREIN ARE FOR REFERENCE ONLY
11. LOUVER SYSTEM HINGES AND OPERABILITY ARE OUTSIDE THE SCOPE OF THIS CERTIFICATION.
INSTALLATION & CONSTRUCTION
12. ALL FOOTINGS ARE TO BE INSTALLED BELOW ANY CODE REQUIRED FROST LINE. GENERAL CONTRACTOR IS
RESPONSIBLE FOR ADHERENCE TO LOCAL FROST LEVEL CODE REQUIREMENTS
13. SURROUNDING SOIL TO BE WELL COMPACTED BY MECHANICAL MEANS TO 90% OPTIMUM DENSITY, BE FREE OF
MUCK AND ORGANICS, AND ACHIEVE 2000 PSF MIN BEARING PRESSURE AND LATERAL BEARING PRESSURE
BELOW NATURAL GRADE OF 150 PSF. SOIL SHALL BE CLASSIFIED OR VERIFIED BY OTHERS PRIOR TO
CONSTRUCTION AS SAND CLASS OR BETTER. SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED
THE ENGINEER OF RECORD MUST BE NOTIFIED.
14. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT
ELECTROLYSIS.
FASTENERS & ANCHORS
15. ALL FASTENERS TO BE #14 SAE GRADE 2 WITH APPROPRIATE CORROSION RESISTANT OR STAINLESS STEEL 304
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.
16. ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND 2.5xDIAMETER MIN. SPACING TO ADJACENT
ANCHORS, UNLESS NOTED OTHERWISE.
17. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. MINIMUM
EMBEDMENT SHALL BE AS NOTED HEREIN. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,
FOAM, BRICK, AND OTHER WALL FINISHES.
18. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY.
OTHER
19. 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.
20. THIS DOCUMENT SHALL NOT BE USED OR REPRODUCED WITHOUT THE ORIGINAL SIGNATURE & RAISED SEAL
OF THE CERTIFYING 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.
21. 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.
22. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
23. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED
AND INVALIDATE THIS CERTIFICATION.
DESIGN CRITERIA:
INTERNATIONAL BUILDING CODE (2015 & 2018)FLORIDA BUILDING CODE SEVENTH EDITION (2020)
ASCE 7-16 LOAD COMBINATIONS
1. DEAD LOADS
1.1. SYSTEM DEAD LOAD......................... 3 PSF
2. LIVE LOADS2.1. SYSTEM LIVE LOAD......................... 20 PSF
3. SNOW LOAD
3.1. GROUND SNOW LOAD...................... 0-20 PSF
3.2. SNOW EXPOSURE FACTOR................ 1.0
3.3. SNOW LOAD IMPORTANCE FACTOR.... 1.0
3.4. THERMAL FACTOR........................... 1.1
3.5. SNOW DRIFT.................................. PER CODE
4. WIND LOADS4.1. METHODOLOGY............................... OPEN STRUCTURE
4.2. ULTIMATE WIND SPEED.................... 110-160 MPH (ASD
= SQRT(O.6)*Vult)
4.3. WIND EXPOSURE FACTOR................. B & C
4.4. DIRECTIONALITY/OTHER FACTORS..... Kd=0.85, G=0.85,
Kz=0.85, Kzt=1.0
4.5. MEAN ROOF HEIGHT......................... UP TO 12 FEET
4.6. SYSTEM MOUNTING HEIGHT.............. 0 FEET
(AT GRADE)
5. SEISMIC LOADS..................................... DOES NOT GOVERN
LOUVERS SHALL BE SPACED SUCH THAT THEY ALLOW 50% SYSTEM
POROSITY WHEN FULLY OPENED. SYSTEM NOT DESIGNED TO HANDLE
CONCENTRATED LOADS FROM HUMAN ACTIVITY.
THIS SYSTEM IS DESIGNED AS AN OPEN STRUCTURE. WALLED OR
SCREENED ENCLOSURES ARE BEYOND THE SCOPE OF THIS
DOCUMENT AND REQUIRE ADDITIONAL ENGINEERING REVIEW.
3ROOF PAN SPAN(SEE SCHEDULES)MAIN BEAM SPAN
(SEE SCHEDULES)
UNLOADED
OUTER
BEAM
MAIN BEAM
POST,
TYP.
ROOF
PANS, TYP.
MAIN BEAM SPAN
(SEE SCHEDULES)ROOF PAN SPAN(SEE SCHEDULES) MAIN BEAM
MAIN BEAM SPAN
(SEE SCHEDULES)
MAIN BEAM
N.T.S. PLAN
1
1
BEAM TO
CORNER
POST
BEAM TO
CORNER
POST
LEDGER
BEAM
(HOST
ATTACHED)
FREESTANDING
(4 POSTS)
HOST ATTACHED
(2 POSTS + LEDGER)
(HOST BY OTHERS)
FREESTANDING (4 POSTS)
OR HOST ATTACHED (2 POSTS)
N.T.S. PLAN
FREESTANDING (6 POSTS)
OR HOST ATTACHED (3 POSTS)
HOST ATTACHED
(3 POSTS + LEDGER)
(HOST BY OTHERS)
FREESTANDING
(6 POSTS)
2
2
2
2
4
2
2
2
2
UNLOADED
OUTER
BEAM
POST,
TYP.
ROOF
PANS, TYP.
LEDGER
BEAM
(HOST
ATTACHED)
VALID ONLY FOR ZIP CODE: 46033
VALID ONLY FOR: Cutting Edge
Hardscapes
FOR PERMIT USE WITHIN 14 DAYS
OF DIGITAL SEAL
PE10606888
Digitally signed by
Frank Bennardo
Date: 2021.08.30
16:19:50 -04'00'
09/13/21