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36819 Eiland Blvd (2)
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36819 Eiland Blvd (2)
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Last modified
3/17/2025 10:01:43 AM
Creation date
2/18/2025 3:22:58 PM
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Building Plans
Street #
36819
Location
Eiland Blvd
Contractor
Wallace Associates
Building Plans - Permit #
14184
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AIR FLOW/ <br />FLEX CONNECTION <br />AIR HANDLER <br />�i <br />811 GMU BLOGK5 (TYP) <br />AIR FLOW <br />REFRIGERANT PIPING <br />AUXILIARY GOND. PAN <br />GONDEN5ATE DRAIN W/ <br />3" MIN. TRAP <br />HORIZONTAL. AIR HANDLER DETAIL. <br />M-4 SGALE: NONE <br />CONTROL ROD <br />5ET 5GREW <br />5PL I TTER DAMPER BLADE <br />LENGTH EQUAL TO 3/4 "All <br />WIDTH ((511 MIN) <br />MAIN BRANCH <br />TYP. 5PL I TTER DAMPER DETAIL. <br />SGALE: NONE <br />a <br />TYPICAL SPIN -IN FITTING <br />W/EXTRACTOR 4 DAMPER <br />TYPICAL SHEET METAL DUCT RUN OUT <br />-7 5AME 51ZE A5 D I FFU5ER NECK <br />TYPICAL FLEXIBLE DUGTWORK <br />SAME 51ZE A5 DIFFU5ER NECK <br />(MAXIMUM LENGTH 6 -011) <br />AN <br />ICI �I�I� !`x: <br />BRANCH DUCT <br />AIR <br />FLOW <br />PROVIDE FACTORY IN5TALLED <br />R-6 FOIL -BACKED MOLDED <br />I 11 1 INSULATION BLANKET ON BACK <br />OF DIFFUSER <br />NOTE: MINIMUM 2'-0" BETWEEN TAKE OFF 5 <br />('2'N T`rF. FLEX TAKE OFF DETAIL <br />��M-4SGALE: NONE <br />GONDENSIN6 UNIT <br />8" MIN. <br />LIFTING LUG (TYP) <br />(2) .3(//6110k" BOLT (TYP) <br />#14x1�1h" 5GREW <br />AND WASHER (TYP) <br />----------------- <br />RM GLIP (TYP) <br />4" THICK <br />CONCRETE PAD <br />GRADE <br />GONEN51N6 UNIT SHALL BE TIED DOWN U51N6 RM GLIP5 SECURED TO A CONCRETE <br />5LAB WITH ONE (1)#14XV2" 5GREW AND WA5HER EACH, AL50 SECURED TO THE <br />GONDEN51N6 UNIT WITH TWO (2)%6"Alell BOLT5. U5E FOUR GLIP5 PER GONDEN5ING UNIT <br />TOTAL, FOR GONDEN51N6 UNIT5 UP TO 4811x4811x45". <br />THI5 DE516N MEET5 THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CHAPTER <br />501.15 (WIND RE515TANGE), A5GE 7-q8 (150 MPH), AND 55GG1 FOR GROUND -MOUNTED <br />APPLIGATION5. <br />GONDENSIN6 UNIT TIE -DOWN DETAIL <br />SGALE: NONE <br />El ECTRIG CONDUIT <br />GUIDE <br />GALV. TURNBUCKLE <br />CAB ROOF <br />R161D CONDUIT TO <br />ACCOMMODATE <br />ELECTRICAL WIRES <br />GRAVITY BAGKDRAFT <br />DAMPER <br />(2) 3/811 STAINLESS <br />5TER BRAIDED <br />GABLE <br />GAP <br />5EE NOTE-5 <br />5/811 6ALV. EYE I <br />BOLT <br />4............... <br />................. I-- ........... <br />FULL 51ZE OF <br />DAMPER 5UPPLIED <br />WITH ROOF VENTILATOR <br />i7r: U <br />NOTE5: <br />I. MMEET L PREFAB. <br />RTAL EQUUliktRB D FOR UIRE HOOD <br />JAO� INTSAND RIGID I IN5TALLATION. <br />2. 51ZE OF DUCT THROUGH ROOF SHALL NOT BE LARGER THAN CURB 5UPPLIED WITH <br />ROOF VENTILATOR. <br />3. RUN POWER LINE THROUGH CLEARANCE HOLE PROVIDED IN 6RAV I TY DAMPER, THEN <br />THROUGH VENTILATOR ELECTRICAL CONDUIT GUIDE. <br />TYP. ROOD MOUNTED <br />EXHAUST FAN SEGUR I N6 DETAIL <br />SGRLE:NONE <br />OVERLAP FLEX INSULATION AND <br />5TRAP TO DUCT INSULATION. <br />r' -rr J A n I IL 111tT7 CI t- V T/1 <br />►AU(5E 5TRAP5 <br />9U5 AROUND BOTTOM <br />). FA5TEN TO 5TRUGTURE <br />IRED. <br />..�.,�.... DIFFUSER <br />TYP. FLEX DUCT <br />ATTACHMENT DETAIL <br />SGALE: NONE <br />aC <br />fn <br />Y <br />C <br />L <br />>, <br />O <br />O <br />4-- <br />•4 <br />3 <br />.,..a <br />4J <br />L. <br />>+ <br />a)C <br />7 <br />' <br />C <br />> <br />C <br />Cz <br />z <br />0 <br />O <br />++ <br />U <br />C <br />O <br />r <br />fn <br />C <br />4� <br />H <br />CtS <br />3 <br />U <br />N <br />OL <br />o <br />C <br />x <br />4� <br />O <br />m <br />U <br />r" <br />aC <br />to <br />d <br />L.0 <br />L. <br />N <br />O <br />C <br />E <br />4- <br />0 <br />H <br />N <br />U <br />-O <br />-0 <br />1w oodw w =d■a hmb m .aa m to <br />as Iwd Ow wmrd dod <br />of go prod <br />dkmmkm of to ado <br />Rm a- 1 - Y tho p-p b *f ALIX Rollllal, apc I <br />ar port. R Y be ��dr Idwl�lod h-. a Flo <br />"tobe <br />uwdn= o0w prop=. R U to be <br />U <br />U <br />I—Z <br />Q <br />M <br />U <br />co <br />L <br />OC <br />CM <br />Q <br />� <br />0 <br />Q <br />1= <br />ao <br />J <br />O <br />O <br />f� <br />N <br />O <br />Lu <br />1 <br />z <br />:D <br />Q <br />cM <br />M <br />x <br />U <br />Z <br />M <br />M <br />� <br />J <br />Q <br />O <br />rl-M <br />N <br />H <br />r- <br />Q <br />N <br />m <br />Q <br />— <br />Lt_ <br />z <br />O <br />Q <br />U <br />O <br />J <br />w <br />,— <br />LO <br />M <br />U) <br />U <br />o <br />M <br />-z_JLL <br />J <br />Q <br />m <br />U) <br />Q <br />~ <br />z <br />_.3 <br />_erg= <br />oQW� <br />0 <br />J <br />W <br />= <br />N <br />Z <br />0— <br />W <br />N <br />®�ttaS. <br />aase�� <br />® 0. <br />o <br />ECF® P� <br />DRAWN BY: <br />SS <br />DATE: 03/ 12/2013 <br />PROJECT NO.1230 <br />REVISIONS <br />REV. <br />REV. <br />R EV. <br />Shepherd, Harvey & Associates, Inc. <br />4855 River Green Parkway, Suite 400 <br />Duluth, Georgia 30096-2569 Fla. Cert. of Auth. No. 28961 <br />770-495-4007 FAX 770-495-7112 Project Number: 13-017 <br />Sheet No. <br />M-4 <br />
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