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Home My WebLink AboutRooftop Equipment Plans and Details - S2A B 2 F REF PLAN NOTE #2 7 S2 EXIST ROOFSLOPE DOWNREF PLAN NOTE #1 6 S2 TYP DTB GLY (2796 LBS) REF PLAN NOTE #1 EXISTING SKYLIGHT, TYP RACK ETR (FIELD VERIFY SPACING)EXISTING STEEL JOISTS AT 5'-8" ± OC, TYP5 C D EXISTING JOIST GIRDER, TYPNEW ROOFTOP CONDENSING UNIT ON CAPPED CURB, REF ARCH & REFRIGERATION5 S2 4 S2 TYP CU5 (1400 LBS) LOCATE CL OF SUPPORT CHANNEL 3" MAX FROM CL BEAM GIRDER EXIST ROOFSLOPE DOWNEXISTING CMU WALL REF PLAN NOTE #1 EXISTING BEAM GIRDER 5' - 5" ±(FIELD VERIFY SPACING)EXISTING STEEL JOISTS AT 5'-1"± OC, TYPEXISTING ROOF DECK TO REMAIN ATTACH CURB TO CHANNEL WITH #12 TEK SCREWS AT 12" OC, TYP 2 SIDES 1/8 1 1/8 1 CHANNEL TO JST THROUGH DECK, TYP C6x8.2 CONT INSTALLED OVER EXISTING ROOF DECK FIELD ADJUSTABLE CAPPED CURB PER CURB SUPPLIER EXISTING JOIST TO REMAIN PROVIDE FIELD STRUT PER 10-S2 AS REQD CONDENSING UNIT, REF REFRIGERATION NOTE: ATTACH UNIT TO UNISTRUT WITH STAINLESS STEEL BOLTS. REF UNIT SUPPLIER FOR BOLT QUANTITY, SIZE AND LAYOUT. 4" TYP EXISTING JOIST TO REMAIN, TYP C6x8.2 CONT INSTALLED OVER EXISTING ROOF DECK EXISTING ROOF DECK TO REMAIN PROVIDE FIELD STRUT PER 10-S2 AS REQD NOTE: REF 4-S2 FOR INFORMATION SHOWN BUT NOT NOTED. EXISTING ROOF DECK TO REMAIN ATTACH CURB TO CHANNEL WITH #14 TEK SCREWS AT 12" OC, TYP 2 SIDES 1/8 1 1/8 1 CHANNEL TO JST THROUGH DECK, TYP C6x13 CONT INSTALLED OVER EXISTING ROOF DECK CAPPED CURB BY CURB SUPPLIER EXISTING JOIST TO REMAIN PROVIDE FIELD STRUT PER 8-S2 OR 10-S2 AS REQD REFRIGERATION EQUIP, REF REFRIGERATION FASTEN EA SIDE OF SKID TO EA CURB SUPPORT RAIL WITH 5/8" DIA ASTM F593 TYPE 304 BOLTS AT 3/4" MOUNTING HOLES AND 1/2" DIA BOLTS AT 5/8" MOUNTING HOLES CAPPED CURB SUPPORT RAIL 4" TYP EXISTING JOIST TO REMAIN, TYP NEW STL CHANNEL INSTALLED OVER EXISTING ROOF DECK; REF 2-S2 EXISTING ROOF DECK TO REMAIN PROVIDE FIELD STRUT PER 8-S2 OR 10-S2 AS REQD NOTE: REF 6-S2 FOR INFORMATION SHOWN BUT NOT NOTED. CAPPED CURB SUPPORT RAIL REF 6-S2 FOR EQUIPMENT TO CURB SUPPORT RAIL CONNECTION ATTACH CURB TO DECKING WITH #12 TEK SCREWS AT 6" OC EXISTING ROOF DECK L3x3x3/16, TYP ATTACH ROOF DECK TO ANGLE WITH #12 TEK SCREWS AT 6" OC NON-STRUCTURAL ROOF CURB ATTACH CURB TO DECKING WITH #12 TEK SCREWS AT 6" OC ATTACH ROOF DECK TO ANGLE WITH #12 TEK SCREWS AT 6" OC L3x3x3/16, TYP EXISTING ROOF DECK CL OF JOIST 3/16 2 3/16 2 1/8 1 1/8 1 TYP SECTION A SECTION B NON-STRUCTURAL ROOF CURB EXISTING JOIST TOP CHORD 3/16 2 3/16 2 CL OF EXISTING JOIST VERIFYFIELDVERIFY FIELDVERIFYFIELD CL OF EXISTING JOIST PLAN VIEW CONCENTRATED LOAD, REF NOTE GREATER 3" OR CONCENTRATED LOAD, REF NOTE GREATER 3" OR GENERAL CONTRACTOR TO PROVIDE AND INSTALL FIELD STRUT (L2x2x3/16) EACH SIDE OF JOIST AT ALL LOCATIONS WHERE CONCENTRATED LOAD DOES NOT OCCUR WITHIN 3" OF A PANEL POINT. INSTALL ANGLE WITH ONE END AT LOCATION OF LOAD AND OTHER END AT A PANEL POINT ON THE OPPOSITE CHORD, TYP. ANGLES SHALL BE INSTALLED PRIOR TO NEW LOAD BEING APPLIED TO THE JOIST TYP EACH END EACH ANGLE1/8 1 1/8 1 TOP CHORD PANEL BOTTOM CHORD PANELNOTE: PROVIDE JOIST REINF IN ACCORDANCE WITH THIS DETAIL FOR ALL CONCENTRATED LOADS IN EXCESS OF 100 LBS. WHERE MORE THAN ONE CONCENTRATED LOAD EXISTS WITHIN A CHORD PANEL AND THE SUM OF THOSE LOADS EXCEEDS 100 LBS, PROVIDE JOIST REINFORCEMENT AS DETAILED SUCH THAT THE SUM OF THE LOADS WITHIN THE REMAINING UNSUPPORTED CHORD LENGTH DOES NOT EXCEED 100 LBS. JOIST TOP CHORD JOIST BOTTOM CHORD CONCENTRATED LOAD PROVIDE AND INSTALL VERTICAL WEB REINFORCEMENT PER 6-S2 AT ANY LOCATIONS WHERE A NEW CONCENTRATED LOAD OCCURS WITHIN 3" OF THE VERTICAL WEB JOIST TOP CHORD JOIST BOTTOM CHORD NOTE: VERTICAL WEB REINF IS ONLY REQUIRED IF EXISTING JOIST HAS VERTICAL WEB MEMBERS. 3" OR LESS 1. REF 9-S2 FOR SUPPORT FRAMING AT PIPE PENETRATION; FRAMING NOT REQUIRED FOR OPENINGS LESS THAN 10"x10"; FIELD VERIFY LOCATION ONCE UNIT HAS BEEN INSTALLED. REF REFRIG FOR EXACT SIZE AND LOCATION OF PENETRATION. 2. NEW DTA GLY ON CAPPED CURB, REF REFRIG; ALIGN ONE SIDE OF CURB WITH EXISTING JOIST GIRDER BELOW. ROOF FRAMING PLAN NOTES NOTE: 1. CONTRACTOR SHALL FIELD LOCATE ALL VERTICAL WALL REINFORCEMENT PRIOR TO CUTTING WALL. PER ORIGINAL CONSTRUCTION DOCUMENTS EXISTING REINFORCEMENT SHOULD BE (2) #6 BAR AT 24" OC AT SIM. IF FIELD CONDITIONS PROHIBIT INSTALLATION AS SHOWN, CONTACT WALMART CONSTRUCTION MANAGER IMMEDIATELY. NOTE: DO NOT CUT OPENING WITHIN 2'-0" OF EXISTING CONTROL JOINT REF ARCH (FIELD VERIFY TO OPENING EL) EXISTING VERT REINF REF NOTE #1 TYP EXISTING VERT REINF REF NOTE #1 PRE-DRILL ANGLES FOR 1/4" x 1" TAPCON SCEWS AT 16" OC, TYP FOR OPENING REF ARCH8" EXISTING REINF CELL LOCATE EXISTING WALL REINF (REF NOTE #1) AND LOCATE EDGE OF OPENING SHOWNSECTIONNOTE: CAULK ALL ANGLE EDGES AND PAINT TO MATCH. NOTE: NO REINFORCEMENT SHALL BE CUT SECTION A -12" CMU AT SIM8"EXISTING 12" CMU WALL GRIND CORNERS OF CMU WALL AS REQUIRED TO ALLOW BOTH LEGS OF ANGLE TO BE TIGHT AGAINST CMU, TYP L4x4x1/4; MITER CORNERS P (407) 661-9100F (407) 661-9101c-p.comFlorida Corporate Certificate #AA C0005262600 Maitland Center ParkwaySuite #200Maitland, FL 32751ENGINEER OF RECORD: BENJAMIN BRYAN BAILEY, P.E. 930 CENTRAL ST. KANSAS CITY, MO 64105 FL LICENSE #88408JOHNSTONBAURKHOLDERSSOCIATESc o n s u l t i n g s t r u c t u r a l e n g i n e e r s930 C 816.421.4200 ·· K C MO ENTRAL ANSASITY,64105 WWW.JBAENGR.COMSHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.JBA NO. 25350059111/6/2026 2:34:12 PMS2 ROOFTOP EQUIPMENT PLANS AND DETAILS POI20240347BOYNTON BEACH, FL11/07/2511/07/25STORE NO: 05911 - 2769006/27/25BOYNTON BEACH, FLJSH3625 S FEDERAL HWY1/8" = 1'-0"2 ROOF FRAMING PLAN - PUMP SKID SUPPORT FRAMING 1/8" = 1'-0"3 ROOF FRAMING PLAN - RCU SUPPORT FRAMING 3/4" = 1'-0"4 REMOTE CONDENSER ROOF CURB SUPPORT 3/4" = 1'-0"5 REMOTE CONDENSER ROOF CURB SUPPORT 3/4" = 1'-0"6 REFRIGERATION EQUIPMENT SUPPORT 3/4" = 1'-0"7 REFRIGERATION EQUIPMENT SUPPORT NTS9PIPE PENETRATION SUPPORT FRAMING 6.0-23/4" = 1'-0"10 JOIST REINFORCING AT CONCENTRATED LOAD 5.0-2 3/4" = 1'-0"8 JOIST VERTICAL WEB REINFORCING AT REFRIG EQUIP 1/2" = 1'-0"1 NEW OPENING IN EXISTING WALL S3-X1 ISSUE BLOCK THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY BENJAMIN BRYAN BAILEY, P.E. ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 04/21/26 VOID