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Home My WebLink AboutS008 VALID FOR 1 PERMIT ONLY U.N.O.REMARKS DRWN CHKD DATESCALE: 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 - 1:44pm 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- - - -PHOTOCOPIES NOT TO BE USED6" TYP.DEPTH PERDESIGN SCHEDULE3KSI CONCRETE FOOTING PER FOOTING SCHEDULE. POST MAY BE EMBEDDED DIRECTLY INTO CONCRETE AS AN ALTERNATIVE TO SURFACE MOUNTING. PROVIDE 18" EMBEDMENT & A KEY HOLE FOR (1)#5 REBAR 12" LONG IN EACH DIRECTION, TYP. EMBEDDED POST, TYP WIDTH PER DESIGN SCHEDULE POST EMBED DETAIL NTS ELEVATION SEE FOOTING SCHEDULE ALUMINUM COLUMN & CONNECTION PER SEPARATE DETAIL. PLACE OVER MIDDLE 13 OF FOOTING CLOSEST TO CENTER SEE PAD FOOTING DIMENSIONS ABOVE PAVERS TO BE OVERLAID AFTER PLACEMENT OF POST (IF APPLICABLE) REINFORCING STEEL PER TABLE 12.2 VISIT ECALC.IO/FOOTING FOR ENGINEER-CERTIFIED ORIGINALS, HELPFUL TOOLS & RESOURCES & SITE-SPECIFIC ORDERING VISIT ENGINEERINGEXPRESS.COM/STORE FOR MORE MANUFACTURER MASTER PLANS TO USE WITH THIS DOCUMENT THIS DOCUMENT IS ONLY VALID WITH ORIGINAL ENGINEER CERTIFICATION FOOTING DETAILS: USE FOOTING PER # FOUND IN TABLE ABOVE # WIDTH LENGTH DEPTH VOLUME WEIGHT REINFORCEMENT 1 24'' 24'' 18'' 6.0 CUFT 900 LBS 2 #4 TOP & BOT EACH WAY - 2 30'' 30'' 18'' 9.4 CUFT 1406 LBS 4 - 3 30'' 30'' 24'' 12.5 CUFT 1875 LBS 4 & 5 #4 VERTICAL TIES 4 36'' 36'' 24'' 18.0 CUFT 2700 LBS 4 & 6 5 36'' 36'' 30'' 22.5 CUFT 3375 LBS 4 #5 TOP & BOT EACH WAY & 6 6 42'' 42'' 30'' 30.6 CUFT 4594 LBS 4 & 8 7 42'' 42'' 36'' 36.8 CUFT 5513 LBS 5 & 8 8 48'' 48'' 36'' 48.0 CUFT 7200 LBS 6 & 11 FOOTING TABLE NOTES: 1. F.S. AGAINST UPLIFT OF 33% HAS BEEN APPLIED TO ALL LOADS. 2. AT 2000PSF SOIL BEARING PRESSURE, GRAVITY DOES NOT GOVERN IN ANY CASE. ENSURE PROPER COMPACTION & EMBEDMENT FOR FROST & HEAVE REQUIREMENTS. 3. FOOTING WEIGHT CALCULATED PER 150 PCF STANDARD WEIGHT CONCRETE 4. FOOTINGS OF ALTERNATE SIZE & EQUAL OR GREATER VOLUME & WEIGHT ACCEPTABLE WITH SEPARATE FOOTING ENGINEERING 5. SITE SPECIFIC ENGINEERING REQUIRED FOR ANY VALUES, SIZES, CONCRETE TYPES, OR SOIL BEARING PRESSURES NOT COINCIDING WITH LIMITS OF THIS MASTER PLAN. TABLE 6.1 - FOOTING SELECTION TABLE 6.2 - FOOTING DETAILS FOOTER SCHEDULE NOTES: 1. FOOTERS SHALL BE 3000 PSI MINIMUM CONCRETE, BEARING ON SOIL WITH A MINIMUM BEARING CAPACITY OF 2000 PSF AS VERIFIED BY OTHERS. 2. IN LIEU OF THE FOOTERS DETAILED HEREIN, POSTS MAY BE ANCHORED TO EXISTING CONCRETE SLABS DESIGNED AND VERIFIED BY OTHERS TO SUPPORT THE CANOPY SYSTEM AS DETAILED HEREIN. 3. FOOTERS SHALL HAVE THE MINIMUM REINFORCEMENT INDICATED IN THE SCHEDULES HEREIN. 4. ALL REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO CURRENT REQUIREMENTS OF ASTM A615, GRADE 60 (U.O.N.), FREE FROM OIL, LOOSE SCALE AND LOOSE RUST AND BENT, LAPPED, PLACED, SUPPORTED AND FASTENED ACCORDING TO THE "ACI DETAILING MANUAL" (SP-66) AND THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318). 5. MINIMUM REINFORCING STEEL CLEAR COVERAGE SHALL BE AS FOLLOWS. (PER ACI 318) FOOTING: TOP, SIDES, BOTTOM = 1-1/2" MIN. INSTALLED ON A SMOOTH LEVEL SURFACES ONLY. MAINTAIN 3" IF NOT IN SMOOTH FORM. 6. ALLOW 3 DAYS CURE TIME BEFORE INSTALLING ANCHORS INTO CONCRETE. 7. ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS AND RECOMMENDATIONS OF ACI 318 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS". A CERTIFICATE OF MANUFACTURER'S MIX AND STRENGTH IS TO BE PROVIDED TO THE INSPECTOR UPON REQUEST. NO WATER TO BE ADDED AFTER TRUCK LEAVES PLANT WITHOUT APPROVAL OF ENGINEER OR PLANT ENGINEER. PLANT CONTROL IS REQUIRED. MAXIMUM MIX TIME AT POINT OF DEPOSIT IS 90 MINUTES. 8. THESE TABLES REPRESENT EMPIRICAL UPLIFT CALCULATIONS FOR FOOTING SIZES BASED ON STANDARD WEIGHT (150PCF) CONCRETE. THEY NEGLECT THE BENEFIT OF SKIN FRICTION AND OTHER BENEFICIAL SURCHARGE LOADING. NO WARRANTY, EXPRESSED OR IMPLIED, IS CONTAINED HEREIN AS TO ANY INFORMATION OTHER THAN THAT WHICH IS PUBLISHED HEREIN. 9. ALL FOOTINGS ARE TO BE INSTALLED LOWER THAN CODE REQUIRED FROST LINE. GENERAL CONTRACTOR IS RESPONSIBLE FOR ADHERENCE TO LOCAL FROST LINE REQUIREMENTS. ADDITIONALLY, TOP OF FOOTINGS ARE TO BE 8" MINIMUM BELOW GRADE IN HVHZ (DADE & BROWARD COUNTIES, FL). 9 48'' 48'' 48'' 64.0 CUFT 9600 LBS 8 & 14 DESIGN UPLIFT PRESSURE (-) POST SUPPORT AREA 36 FT2 50 FT2 75 FT2 100 FT2 125 FT2 150 FT2 175 FT2 200 FT2 250 FT2 -10 PSF 1 1 2 3 3 4 4 5 6 -15 PSF 1 2 3 4 5 5 6 6 8 -20 PSF 2 3 4 5 6 6 7 8 9 -25 PSF 2 3 5 6 7 8 8 9 9 -30 PSF 3 4 5 6 8 8 9 9 N/A -35 PSF 4 4 6 7 8 9 9 N/A N/A -40 PSF 4 5 6 8 9 9 N/A N/A N/A -45 PSF 4 5 7 8 9 N/A N/A N/A N/A POST-BASE ATTACHMENT AND FOOTINGS L =1/2 JOIST SPAN +JOIST OVERHANGCORNER POST SUPPORT AREA = W X L W = 1/2 BEAM SPAN + BEAM OVERHANGL = JOIST SPANINTERNAL POST SUPPORT AREA = W X L W = BEAM SPAN EDGE POST SUPPORT AREA = W X L W = 1/2 BEAM SPAN + BEAM OVERHANG DECKING NOT SHOWN FOR CLARITY NOTE: POST SUPPORT AREA MAY BE CALCULATED SEPARATELY FOR EACH POST. EACH POST MAY UTILIZE DIFFERENT POST AND FOOTER SELECTIONS FROM THE TABLES HEREIN BASED ON THE SITE DESIGN CONDITIONS & ITS SUPPORT AREA APPLICABLE FOR HOST ATTACHED OR FREESTANDING POST SUPPORT AREA CALCULATION NTS ELEVATION TYP FOOTING INSTALLATION NTS ELEVATION CALL 811 BEFORE YOU DIG OR VISIT WWW.CALL811.COM USE POST SUPPORT AREA (CALCULATED FOR POST SELECTION) TO DETERMINE FOOTING # TO DETERMINE SIZE & REINFORCEMENT REQUIRED FOR EACH POST VALID ONLY FOR ZIP CODE: 46033 VALID ONLY FOR: Cutting Edge Hardscapes FOR PERMIT USE WITHIN 14 DAYS OF DIGITAL SEAL PE10606888 09/13/21