Laserfiche WebLink
11 - l l'. R .• • A IL.11 <br />I ■ 2 ■ 3 ■ 4 ■ ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ <br />14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 <br />1" RTN <br />CONT. L4x4 DECK <br />ANGLE - SEE PLAN <br />EMBED PL 3/8" x 8" x 0'-8" LG <br />(MIN) WITH (4) 1/2" x 5" LG HSA <br />OPTION 1: SPLICE AT EMBED PLATE LOCATION <br />CONT. L4x4 DECK <br />ANGLE - SEE PLAN <br />PL 3/8" x 3" x 0'-9" LG (MIN) <br />PL 1/4" x 5" x 0'-9" LG (MIN) <br />OPTION 2: SPLICE AWAY FROM EMBED PLATE LOCATION <br />DECK SUPPORT ANGLE SPLICE DETAILS <br />T-4" MIN <br />T-0" MIN <br />#3 TIES 90" HOOK DOWN #3 TIES <br />- SEE SCHEDULE AT TOP BARS - SEE SCHEDULE <br />I <br />/ <br />T.O. BEAM <br />W <br />` <br />W <br />mm <br />ti <br />z <br />Z 0 <br />� <br />WW <br />mm <br />z <br />r <br />- <br />QW <br />gJ <br />°z <br />Q <br />Z0' <br />QW <br />=" <br />_. <br />d <br />EL W <br />w <br />N <br />Z J <br />gA <br />o <br />Q <br />A <br />Wx <br />W <br />W= <br />to U <br />(2) #5 2'-6" x 2'-6" CORNER <br />BARS TOP AND BOTTOM <br />NOTE: <br />ELEVATION AT STEP IN CONCRETE TIE BEAM <br />TYPICAL BEAM STEP ALONG WALL <br />1 1/2" = T-0" S611 3/4" = 1'-0" <br />SPAN < 10'-0" <br />UNIT ABOVE <br />*L3x3x1/4 (TYP) AT EDGE OF DECK <br />OPENING. COORDINATE WITH <br />MECHANICAL CONTRACTOR <br />PRIOR TO FABRICATION <br />*L6x4x5/16 (LLV) -_-_-- <br />X <br />w <br />AT ( <br />i <br />m <br />j BOLTS I <br />J <br />I <br />' <br />LL1 <br />LLI <br />1 I. I <br />OPEN <br />X{ <br /># <br />W <br />S611 Xi <br />I <br />I <br />O Q <br />m ,gym <br />I Xi <br />/ <br />IX <br />LLm <br />J O of <br />JOi <br />I <br />I ; <br />O I� <br />z¢ V <br />9 I <br />UO <br />S611 I <br />I <br />I <br />AT <br />d <br />SCREWS <br />ire � I I t <br />= -------------- ------ i--- <br />*L6x4x5/16 (LLV) <br />j <br />*NOTE: <br />SEE MECH DRAWINGS FOR SIZE, <br />NUMBER AND LOCATION OF ROOFTOP <br />UNITS AND DECK OPENINGS. ALIGN L4x4 <br />ANGLES WITH ROOF TOP UNIT CURB <br />AND L3x3 ANGLES WITH UNIT LAYOUT. <br />TYP <br />TYP 3/16 <br />3/16 <br />TYPICAL RTU/DECK OPENING DETAIL <br />3/411 = 1'-0" <br />(6) 14GA MICROHOLD <br />- (3) EACH PER LONG SIDE <br />- ATTACH TO CURB WITH (6) #10 x 1/2" TEK SCREWS <br />- ATTACH TO UNIT WITH (6) #10 x 1-1/2" TEK SCREWS <br />16GA STIFFENER 3/4 x 7" x CURB HEIGHT <br />WITH 1/8" FILLET STITCH WELD TYP BOTH <br />SIDES & TYP FRONT AND BACK <br />16GA PREMANUF. CURB FRAME <br />14GA BASE PLATE 2-7/8" x 15" LG WITH <br />1/8" FILLET STITCH WELD TYP BOTH <br />SIDES & TYP FRONT AND BACK <br />PROVIDE #12 x 2-1/2" LG WOOD SCREWS <br />WITH OVERSIZED WASHERS AT 12" O.C. <br />PROVIDE SOLID P.T. 4x6 OR <br />APPROVED EQUAL BELOW CURB <br />EXISTING ROOF DECK <br />FASTEN METAL DECK TO STEEL <br />ANGLE WITH 5/8" DIA PUDDLE WELDS <br />OR #12 TEK SCREWS A T 12" O.C. <br />SUPPORT ANGLE - SEE PLAN <br />DBL 2x BLOCKING BETWEEN DECK <br />FLUTES AT RTU CURB <br />PROVIDE NEW 1/2" DIA A307 THRU BOLT WITH <br />WASHER CENTERED ON FLANGE THROUGH P.T. <br />NAILER AND CURB BOTTOM FLANGE. PROVIDE <br />(2) WASHERS - (1) TOP AND (1) BOTTOM AND <br />SECURE WITH NUT UNDERNEATH. <br />AT RTU-1: (14 BOLTS TOTAL) <br />(2) EACH LONG SIDE (1) EACH SHORT SIDE <br />(2) CORNER ANCHORS <br />a=2" c=6" <br />SEE "TYPICAL RTU ANCHORAGE PLAN VIEW AT <br />THRU BOLTS 5/S622" FOR FASTENER LAYOUT <br />a <br />0 <br />A <br />N <br />DECK OPENING BEYOND <br />AT SUPPLY AND RETURN <br />DUCT ONLY <br />TYPICAL RTU CURB CONNECTION DETAIL <br />AT THRU BOLTS <br />I.D. <br />Li <br />� <br />o <br />u <br />_ <br />u <br />♦ <br />u <br />♦ <br />♦ <br />♦ <br />♦ <br />c = SPACING AT CORNER ANCHORS <br />TYPICAL RTU ANCHORAGE <br />PLAN VIEW AT THRU BOLTS <br />3/4" = 1'-01, <br />_--_-_-_L6----6 (LLV)----- <br />f <br />I I <br />---------1------------------------I--- <br />1 <br />\ zt <br />I <br />I <br />I <br />x x <br />X OJKN x <br />1 <br />4 <br />Cl) <br />I <br />F 4 <br />5611 I <br />/ � <br />I <br />I <br />I <br />I <br />, TY1 <br />j I <br />3/16 <br />I <br />I i <br />--------------------------------- --- i <br />-------1 <br />_ L6x4x5/16 (LLV) <br />SEE MECH DRAWINGS <br />FOR SIZE, NUMBER <br />AND LOCATION OF <br />OPNGS FOR OPENINGS 12" AND LARGER <br />TYPICAL SMALL FAN / ROOF <br />3 OPENING DETAIL <br />S611 3/4 = 1'-0" <br />a , " I-- I-,, --,a 11 11 a <br />+ + + + + + <br />+ <br />+ <br />+ <br />u <br />I.D. <br />U <br />u <br />o <br />+ <br />u <br />Lj <br />+ <br />u <br />+ + + + + + + + <br />c = SPACING AT CORNER ANCHORS <br />TYPICAL RTU ANCHORAGE <br />PLAN VIEW AT TEK SCREWS <br />s 1 3/4" = 1'-0" <br />(6) 14GA MICROHOLD <br />PROVIDE NEW 1/4" DIA x 6" LG TEK SCREWS <br />- (3) EACH PER LONG SIDE <br />WITH WASHER CENTERED ON FLANGE <br />THROUGH P.T. NAILER AND CURB BOTTOM <br />- ATTACH TO CURB WITH (6) #10 x 1/2" TEK SCREWS <br />FLANGE. PROVIDE (1) WASHER TOP. <br />- ATTACH TO UNIT WITH (6) #10 x 1-1/2" TEK SCREWS <br />AT RTU-1: (24 TOTAL) <br />(4) EACH LONG SIDE (2) EACH SHORT SIDE <br />(3) CORNER ANCHORS <br />a=2" c=6" <br />16GA STIFFENER 3/4" x 7" x CURB HEIGHT <br />WITH 1/8" FILLET STITCH WELD TYP BOTH <br />SEE "TYPICAL RTU ANCHORAGE PLAN VIEW AT <br />SIDES & TYP FRONT AND BACK <br />TEK SCREWS 6/S622" FOR FASTENER LAYOUT <br />16GA PREMANUF. CURB FRAME <br />14GA BASE PLATE 2-7/8" x 15" LG WITH <br />1/8" FILLET STITCH WELD TYP BOTH <br />X <br />SIDES & TYP FRONT AND BACK <br />Q <br />o' <br />A <br />&4 <br />PROVIDE SOLID P.T. 4x6 OR <br />APPROVED EQUAL BELOW CURB <br />EXISTING ROOF DECK <br />FASTEN METAL DECK TO STEEL a._m <br />ANGLE WITH 5/8" DIA PUDDLE WELDS DECK OPENING BEYOND <br />OR #12 TEK SCREWS AT 12 O.C. <br />AT SUPPLY AND RETURN <br />SUPPORT ANGLE - SEE PLAN DUCT ONLY <br />DBL 2x BLOCKING BETWEEN DECK <br />FLUTES AT RTU CURB <br />TYPICAL RTU CURB CONNECTION DETAIL <br />9 AT TEK SCREWS <br />UNIT ABOVE <br />W <br />PROVIDE #12 TEK SCREWS <br />AT 12" O.C. BETWEEN <br />CORNERS ON ALL SIDES — <br />WOOD SHIM AS REQUIRED <br />TO LEVEL CURB <br />ROOF DECK <br />FASTEN METAL DECK TO <br />STEEL ANGLE WITH <br />0.145" DIA PAF AT12" O.C. — <br />16GA PREMANUF. CURB <br />DECK OPENING BEYOND <br />AT SUPPLY AND RETURN <br />DUCT ONLY <br />SUPPORT ANGLE <br />TYP. SMALL FAN <br />4 CONNECTION DETAIL <br />'611 3/4" = 1'-0" <br />McElroyEngioneering-, <br />STRUCTURAL DESIGN GROUP <br />1835 EDGEWATER DRP4E ORLANDO, FL. 32804 <br />PHONE: 407.245.8775 FAX:407.245.8744 <br />WEBSITE: rnlroyeng.com <br />Firm Registration: #33835 <br />ME PROJECT NO: 1621-04 <br />"TO THE BEST OF MY KNOWLEDGE, THE PLANS AND' SPECIFICATIONS COMPLY <br />WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE <br />SAFETY STANDARDS AS DETERMINED BY THE .LOCAL AUTHORITY IN <br />ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS <br />ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE <br />ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. <br />SEAL <br />Craig E. McElroy P.E. - FL No. 44741 <br />��II� II!!�►�r <br />f � . <br />No. 44741 <br />STATE O <br />40 <br />AdvnentHealth <br />ZEPHYRHILLS <br />ZEPHYRHILLS GENERATOR ADDITION <br />Hunton O• <br />A R C H I T E C T <br />DATE SUBMISSION NO <br />12.17.21 CONSTRUCTION DOCUMENTS <br />3/4" = 1'-0" <br />FRAMING SECTIONS AND DETAILS <br />PROJ. NO. H-20232.00 SHEET <br />DRAWN VMM <br />S611 <br />2 IN 3 . . 5 . E . ? . 3 . , . i!i . _11 ■ 2 . 1: . ;; • . t6 • II ■ 13 ■ <0 ■ 20 <br />Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 <br />