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5935 Gall Blvd
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5935 Gall Blvd
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Last modified
3/3/2025 12:19:46 PM
Creation date
2/18/2025 3:24:28 PM
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Building Plans
Street #
5935
Location
Gall Blvd
Contractor
CW Hayes Construction
Building Plans - Permit #
17157
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TOP/PARAPET <br />EXISTING ROOFING <br />EXISTING METAL DECK <br />EXISTING JOIST ABOVE BREEZEWAY \\ <br />3/16 <br />Lox 3 1/2x 5/16x 0 -6 EXISTING JOIST LONG @EACH TUBE. %3/16 <br />ATTACH TO EXISTING BEAM WITH 1/2" 0 <br />HILTI HY200 ANCHORS WITH 2 3/4" TOP/BEAM <br />EMBEDMENT +17-1 1/4" <br />HSS6X6X5/16" TUBE @ 4'-0" O/C <br />BOT/BEAM <br />+15'-1 1/4" <br />W24X68 <br />CEILING ELEV _ <br />+14'-0" <br />SECTION BEAM AT GROCERY ENTRY ri <br />SCALE: 3/4" = V-0" S3. 1 <br />THREE <br />12" BOX BEAM SEE PU <br />SECTION <br />TOP/PARAPET <br />VARIES <br />JOIST/BRG <br />+21'-6 1/2" <br />BOX BEAM AT COLUMN 2 <br />SCALE: 3/4" = V-0" S3.1 <br />3/16 JZ . <br />• <br />L6x4x5/16 w/ 1/20 HILTI <br />HY-70 EPDXY ANCHORS @ <br />48" O/C STAGGERED <br />EXISTING CMU WALL <br />SECTION JOIST AT EXISTING WALL 3 <br />SCALE: 3/4" = V-0" S3. 1 <br />SECTION <br />TOP/BEAM <br />+10'-7" <br />6" STUD WALL SEE PLAN <br />FOR SIZE AND SPACING <br />DECK SEE PLAN <br />JOIST SEE PLAN <br />6" x 14GA (2 1/2" FLANGE) 33 KSI <br />4X4 14 GA CLIP AT EACH STUD <br />WITH (4) S-12 SCREWS INTO <br />STUD AND HEADER <br />JOIST AT PARAPET 4 <br />SCALE: 3/4" = V-0" S3. 1 <br />6" x 14GA (2 1/2" FLANGE) STUD <br />BRACE @ 4'-0" O/C <br />1 <br />�1 <br />6" x 14GA (2 1/2" FLANGE) <br />BRACES @ 36" 0/C. PROVIDE <br />(6) S-12 SCREWS AT EACH <br />CONNECTION <br />DECK SEE PLAN' <br />3/16 <br />JOIST SEE PLAN <br />— .Z—. . — <br />JOIST/BRG <br />+21'-61/2" ., <br />..� <br />6" x 14GA (2 1/2" FLANGE) 50 KSI <br />4X4 14 GA CLIP WITH (6) S-12 <br />SCREWS INTO STUD AND HEADER <br />6" STUD WALL SEE PLAN <br />FOR SIZE AND SPACING <br />SECTION JOIST AT HIGH PARAPET 5 <br />SCALE: 3/4" = V-0" Sl 1 <br />TOP/PARAPET <br />VARIES <br />JOIST/BR <br />+ <br />4X4 14 GA CLIP AT EACH STUD <br />WITH (4) S-12 SCREWS INTO <br />STUD AND HEADER <br />6" STUD WALL SEE PLAN <br />FOR SIZE AND SPACING <br />SECTION <br />14GA x 4" x 4" CLIP w/ (4) S-12 <br />SCREWS INTO BRACE AND PLATE <br />14GA x 12" X 16" PLATE <br />N FOR SIZE AND SPACING. <br />BEAM WITH (2) 0,145" 0 <br />:D FASTENERS @ 16" O/C <br />:E PLAN <br />E ARCHITECTURAL <br />JOIST AT STUD WALL 7 <br />SCALE: 3/4" = 1'-0" S3. 1 <br />L4x4xl/2 CLOSURE ANGLE. ATTACH TO <br />TOP OF MASONRY WALL WITH1/40" HILTI <br />KWIK CON II SCREWS @ 24" O/C <br />3/16 <br />L6x4x5/16 w/ 1/20 HILTI <br />HY-70 EPDXY ANCHORS @ <br />48" O/C STAGGERED <br />EXISTING CMU WALL <br />• <br />SEE PLAN <br />F SEE PLAN <br />KSI <br />SECTION <br />JOIST AT EXISTING <br />WALL <br />8 <br />SCALE: <br />3/4" = P-0" <br />53 1 <br />DECK SEE PLAN <br />JOIST SEE PLAN <br />3/16 <br />L <br />L6x4x5/16 w/ 1/20 HILTI <br />HY-70 EPDXY ANCHORS @ <br />48" O/C STAGGERED <br />EXISTING CMU WALL <br />SECTION <br />JOIST AT EXISTING <br />WALL <br />9 <br />SCALE: <br />3/4" = V-0" <br />S3 1 <br />EXISTING ROOFING <br />EXISTING METAL DECK <br />Y Y LZ/\V V <br />— CEILING ELEV <br />+14'-0" <br />SECTION BEAM AT GROCERY ENTRY 1O <br />SCALE: 3/4" = V-0" Sl 1 <br />3/8" <br />SHEAR TAB w/ MIN (5) 3/4"0 BOLTS <br />I I <br />o <br />o <br />BOT BEAM <br />W24X68 <br />HSS COLUMN WITH 1/4" <br />CAP PLATE SEE PLAN <br />I <br />CEILING ELEV <br />— <br />— <br />— <br />+14'-0" <br />SECTION BEAM TO COLUMN <br />11 <br />SCALE: 3/4" = V-0" <br />53.1 <br />B <br />L-A L-A A <br />C <br />TYP AT MECH <br />D 3/16 V 2 <br />L-B <br />SEE PLAN FOR <br />JOIST SPACING "B" <br />TYPICAL <br />FRAMED <br />ROOF OPENING <br />1/8 2 L3x 3x 1/4x 0'-6 1/8 2 <br />3/16 2 <br />3/16 2 r <br />DETAIL A DETAIL B DETAIL C�14 <br />CL JOIST * CL OPNG * CL JOIST <br />DO NOT WELD <br />ACROSS JOIST 1/8 2 <br />JOIST BEARING <br />+22"-9 1/2" <br />VERIFY IN FIELD <br />3 1/2x 5/16x 0'-6" LONG @ EACH TUBE. <br />-ACH TO EXISTING BEAM WITH 1/2" 0 <br />TI HY200 ANCHORS WITH 2 3/4" <br />3EDMENT <br />x 14GA (2 1/2" FLANGE) BRACES @ 36" O/C. <br />20VIDE (3) S-12 SCREWS AT EACH CONNECTION <br />x 14GA (2 1/2" FLANGE) @ 16" O/C <br />BOX BEAM <br />SECTION JOIST AT HIGH PARAPET 12 <br />SCALE: 3/4" = V-0" �Sll) <br />J <br />REINFORCE JOIST IF LOAD IS <br />APPLIED BETWEEN PANEL POINTS <br />L3x 3x 1/4 <br />JIL <br />ANGLE STIFFENERS WHERE FRAME <br />LOADS ARE MORE THAN 6" OFF JOIST <br />PANEL POINT (TYP) <br />DETAIL D <br />LOAD <br />LOAD <br />EXISTING JOISTS <br />MECHANICAL UNIT SUPPORT FRAME SCHEDULE (SEE NOTE 5) <br />DIM "A" <br />L SIZE. <br />DIM "B" <br />L SIZE "B" <br />3 1/2X 31/2X 5/16 <br />4'-0" <br />L4x4x5/16 <br />7'-0" <br />4X 4X 5/16 <br />6-0" <br />L5x5x3/8 <br />ROOF OPENING FRAME SCHEDULE FOR ANGLE FRAMING SUPPORTING ROOF DECK <br />DIM "A" <br />L SIZE "A" <br />DIM "B" <br />L SIZE "B" <br />2'-1" <br />3x3x1/4 <br />4'-0" <br />303 1/4 <br />3'-0" <br />3x3x1/4 <br />1.4. <br />3x3x5/16 <br />4'-0" <br />3x3x1/4 <br />6'-0" <br />3 1/2x 3 1/2x 5/16 <br />3x3x1/4 <br />7'-0" <br />4x4x3/8 <br />U <br />M�1 <br />My <br />A 0 <br />C"3 <br />Q Lo <br />Nc)�Co <br />U)(D00 <br />� U Lu LJJ <br />�z�Q <br />h <br />M- 4 LW <br />� <br />Lb Jrr _ <br />�V<zU <br />co <br />i0oN <br />CE N <br />Q <br />L- <br />I� <br />.0N,A.M�f SO.�. <br />IN '76433 <br />STATE OF 'W <br />%oT-2616---OH2 `v- <br />O N A, <br />16009 <br />c� <br />co <br />co <br />0 <br />z <br />w <br />co <br />z <br />w <br />U <br />J <br />Q <br />O <br />J <br />u- <br />w <br />J <br />U) <br />Q <br />_ <br />Q <br />Q <br />1 3 <br />SECTION TYPICAL FRAMED OPENING <br />Q <br />DETAILS <br />SCALE: N.T.S. S3 1 <br />1. FRAMED OPENING REQUIRED IN ROOF FOR ALL OPENINGS GREATER THAN V-0" AND/OR SUPPORTING <br />EQUIPMENT GREATER THAN 100 POUNDS. <br />0 <br />2. COORDINATE TYPE OF OPENING REQUIRED WITH APPROPRIATE MANUFACTURER. <br />0 <br />3. SEE ROOF FRAMING PLAN AND MECHANICAL DRAWING FOR ORIENTATION. <br />4. WHEN JOIST BRIDGING INTERFERES WITH ROOF OPENING FRAMES, STOP BRIDGING AT EACH SIDE OF <br />Q <br />OPENING AND REPLACE WITH ONE RUN OF "X" BRIDGING EACH SIDE OF OPENING. EXTEND ADDITIONAL <br />"X" BRIDGING ONE JOIST SPACE EACH SIDE OF OPENING ADJACENT TO OPENING. <br />0 <br />5. WHERE MECHANICAL EQUIPMENT SITS ON ROOF CURB, WELD CURB TO ANGLES WITH 3/16" WELD ALL <br />0 <br />AROUND OR PROVIDE 1/4" SCREWS @ 8" O/C AROUND PERIMETER. <br />6. PROVIDE BLOCKING UNDER DECK FLUTES SUPPORTING MECHANICAL CURB <br />Q <br />0 <br />0 <br />CONTRACT DATE: <br />01.05.2016 <br />BUILDING TYPE: <br />N/A <br />PLAN VERSION: <br />DEC 2015 <br />SITE NUMBER: <br />N/A <br />STORE NUMBER: <br />N/A <br />^N00 <br />15/16" SLOTTED <br />3/16 10HOLE <br />SECTION A -A <br />J EXISTING � ::. BENT PLATE 3/8xl5x4 x 10" LG. <br />EXISTING JOIST BREEZEWAY @ 4'-0" O.C. SEE SECTION A -A <br />BEAM <br />(2)- 3/4"0 HILTI KWIK BOLT TZ @ <br />7" O.C. (TIGHTEN TO SET ANCHOR <br />FULLY GROUTED BLOCK THEN BACK OFF 1/4 TURN) PLACE ;" <br />AT ANCHORS AT ANCHOR @ MIDDLE OF SLOT. <br />PROPOSED 8" CMU WALL <br />SECTION SLIP CONNECTION AT CMU WALL r14 <br />SCALE: 3/4" = V-0" S3 1 <br />SHELL BUILDOUT <br />5935 GALL BLVD <br />ZEPHYRHILLS, FL 33541 <br />REMODEL <br />PHASE 1 <br />STRUCTURAL <br />FRAMING <br />SECTIONS <br />S3ml <br />PLOT DATE: <br />i mi I L I I� I IT :—iIlk I I INII� � •. !.Iltl. 1 ih �I;I1�0 J e'��I II. A �� I�.I 1 � I I I 1. '�— I �, � I <br />
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