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7810 and 7850 Gall Blvd
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7810 and 7850 Gall Blvd
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Last modified
3/21/2025 4:42:30 AM
Creation date
2/19/2025 11:48:39 AM
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Building Plans
Street #
7810 and 7850
Location
Gall Blvd
Contractor
Hawkins Construction
Building Plans - Permit #
8060 and 8061
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5/I <br />SCF <br />1 EAVE DETAIL <br />Scale 3"=1'-0" <br />RIDGE / HIP CAP <br />SELF-SEALING ASHPALT <br />SHINGLES OVER 30# FELT <br />5/8" TYPE "X" <br />FIRE -RETARDANT PLYWOOD <br />SCREW (3/PANEL) <br />UNDERLAYMENT <br />F.R.T. PLYWOOD SHEATHING <br />& ROOF TRUSS SYSTEM <br />RE:STRUCTURAL <br />NOTE: FLASHINGS MIN. 266A <br />5 RIDGE / HIP DETAIL CORROSION RESISTANT MTL. <br />Scale 1 1/2"=1'-0" W/4 MIN. OVERLAP <br />STUCCO <br />RE: ELEVATIONS <br />FRY REGLET <br />CHANNELSCREED- <br />PCS-75-75 <br />EXTERIOR WALL <br />RE: PLANS <br />SCREW ATTACHED AS <br />PER MANUFACTURER'S <br />RECOMMENDATION <br />10 Channel Screed <br />SCALE: 1" =1" <br />24" DIA. MEDALLION <br />PINEAPPLE GROVE <br />PARAGON -039 ROUND <br />#24 CCM-039 <br />PHONE 1-800-771-4595 <br />2'-0" <br />i <br />ATTACHMENT TO BUILDING VIA; <br />16 24" Dia. Medillion Detail MANUFACTURER'S MECHANICAL FASTENERS Efis Bracket Detail <br />Scale 1 1/2"=V-0" 1/4"X20, 1" LONG LUGS AND ADHEASIVE <br />AS APPROVED BY MANUFR. 17Scale 3"=1'4' <br />7g— 15� <br />5/8" STUCCO SYSTEM OVER MASONRY WALL <br />STUCCO BANDING BEAD <br />CONT SNAP -IN FLASHING TYPE "A' <br />FLASHING CLIPS @ 12" O.C. <br />CONT 2x NAILER P.T. NAILER <br />CONT FLASHING TYPE "B" <br />2 RIDGE ABUTMENT DETAIL <br />Scale 3"=1'-0" <br />UNDERLAYMENT <br />SELF-SEALING ASHPALT SHINGLES <br />OVER 30# FELT <br />F.R.T. PLYWOOD SHEATHING <br />ROOF TRUSS SYSTEM RE: STRUCTURAL <br />NOTE: FLASHINGS MIN. 266A <br />CORROSION RESISTANT MTL. <br />W/ 4" MIN. OVERLAP <br />RIDGE ABUTMENT <br />TYPE "B" FLASHING <br />N.T.S. <br />'v <br />NOTE: FLASHINGS MIN. 266A <br />CORROSION RESISTANT MTL. <br />W/ 4" MIN. OVERLAP <br />3 WALL ABUTMENT DETAIL <br />Scale 3"=V-0" <br />T-0" x 2'-6" BILCO, BABCOCK- DAVIS, <br />OR MILCOR TYPE "S" ROOF SCUTTLE <br />T-0" x 2'-6" ROOF SCUTTLE T-0" x 2'-6" ROOF SCUTTLE <br />BILCO TYPE "S" ROOF SCUTTLE BILCO TYPE "S" ROOF SCUTTLE <br />W/ LADDER UP SAFTEY POST W/ LADDER UP SAFTEY POST �� CO LINE OF HATCH BEHIND <br />OR EQUAL BY BACOCK-DAVIS OR EQUAL BY BACOCK-DAVIS <br />OR MILCOR OR MILCOR a <br />4" MIN. OVER CANT <br />4" MIN. OVER CANT <br />8" MIN. o PT WOOD NAILER 8" MIN. " T WOOD NAILER <br />PLY FELT FLASHING BUILT-UP ROOF —�Z 1 LY FELT FLASHING <br />BUILT-UP ROOFS � x, <br />0 <br />6 Roof Hatch & Ladder Detail <br />Scale 1 1/2"=1'-0" <br />1/2" 0 GALV. BOLT <br />L— 4"xWx5/16" ANGLE EACH SIDE <br />6"x31/2"x1/4" ANGLE. WELD TO4"x3" <br />ANGLE. PROVIDE (2) HEX HEAD <br />BOLTS NUT & WASHER (2) EACH SIDE <br />MINIMUM. <br />FLAT BAR 21/2"x 3/8" <br />2 1/ "xI3/8" FLATIB R <br />3"08" 6" STEEL -ATE ANCHOR TO <br />DECK WITH (2) 11�2'10 GI BOLTS <br />3"4/8"x6" STEEL PLATE ANCHOR TO <br />FLOOR WITH (2)1/2" 0 GI BOLTS <br />STUCCO <br />RE: ELEVATIONS <br />SEALANT AS PER <br />MANUFACTURER'S <br />RECOMMENDATION <br />2 PIECE FRY REGLET <br />CONTROL SCREED - <br />PCS-75-75 2-PC <br />MASONRY CONTROL JOINT <br />RE: STRUCTURAL PLANS <br />SCREW ATTACHED AS <br />PER MANUFACTURER'S <br />RECOMMENDATION <br />11 Control Screed Detail <br />SCALE: 1" =1" <br />EFIS FOAM HORIZ. TRIM <br />RE: DETAIL 18 <br />4" <br />N <br />FLAT TOP <br />TO FIT UNDER HORIZ <br />BUILDING TRIM <br />RE: DETAIL 18 <br />EFIS FOAM BRACKET <br />STUCCO SYSTEM <br />5/8" DENS -GLASS GOLD <br />7 Roof Hatch & Ladder Detail <br />Scale 1 112"=1'-0" <br />SCALE: 1" =1" <br />12 <br />11-4" <br />" X 3" X 5/16" ANGLE EACH SIDE <br />' 6"x31/2"x1/4" ANGLE. WELD TO4"x3" <br />ANGLE. PROVIDE (2) HEX HEAD <br />i-4 BOLTS NUT & WASHER (2) EACH SIDE <br />MINIMUM. <br />STUCCO FINISH <br />1" GALV. MTL. FLASHING <br />24 GA. 16"x12" <br />PREFINISHED ALUMINUM <br />SCUPPER SECURED TO <br />BLDG W/ STRAP ANCHORS <br />4"x8" SCUPPER COLLAR BEYOND <br />20 GA. 6"x 6" PREFINISHED <br />ALUMINUM RAIN LEADER <br />20 GA. 2"PREFINISHED ALUMINUM <br />STRAP ANCHORS, PROVIDE MIN. <br />ONE @ TOP & BOTTOM AND AT ALL <br />INTERMEDIATE JOINTS. <br />etail <br />ROVIDE POSITIVE <br />LOPE FOR DRAINAGE <br />FIS FOAM HORIZ. TRIM <br />EFIS FOAM BRACKET <br />RE: DETAIL 17 <br />STUCCO SYSTEM <br />5/8" DENS -GLASS GOLD <br />PRIMED AND PAINTED <br />A <br />DENSGLASS SHEATHING <br />X" STUCCO FINISH SYSTEM <br />" PLYWOOD SHEATHING <br />CONT CASING BEAD <br />CONT. COUNTER FLASHING <br />TYPE "C" ATTACH 12" O.C. <br />CONT TYPE "A" FLASHING <br />CONT 2X P.T. NAILER <br />CONT HEN (FILL W/ BUTYL) <br />CONT 2X4 NAILER <br />SELF-SEALING ASHPALT SHINGLES <br />VER 30# FELT <br />UONDERLAYMENT <br />FRT PLYW00[ <br />SHEATHING <br />WALL <br />ROOF TRUSS <br />RE:STRUCTURAL <br />22 GA. S.S. GUTTER STRAP @ <br />36" (STAGGER 18" FROM <br />SUPPORT. ATTACH WITH <br />SCREWS OR POP RIVETS <br />302 STAINLESS STEEL <br />PROTRUDING RIVET <br />WALL ABUTMENT WALL ABUTMENT in <br />TYPE "A" FLASHING TYPE "B" FLASHING 28 GAGE S.S. RECTANGULAR <br />N.T.S. N.T.S. GUTTER - STYLE A 5 SELF SEALING ASPHAULT <br />SHINGLES ON #30 FELT OVER <br />10 GA. S.S. FM ROLL OVER Y4" F.R.T. TYPE "X" PLYWOOD <br />HANGER @ 36" O.C. STAGGER <br />18" FROM STRAP CONT. CLIP ATT. W/ S.S. <br />SCREW @ 8" O.C. <br />SCREW IN WOOD BLOCKING <br />18" 0 C <br />8" CMU <br />RAIN LOCK PANEL <br />OPENING IN WALL, 1'-2" X 8" FOR METAL SCUPPER COLLAR <br />BLOCKING CONT. 2X P.T. WD. <br />ROOFING SYSTEM <br />METAL DECKING <br />STEEL BAR JOIST <br />13 Thr'b Wall Scupper Section <br />SCALE: 1" =1" <br />ADHEARE FOAM TO STUCCO ADHEARE FOAM TO STUCCO �� <br />w/ ADHEASIVE PER MANUFR'S '� Efis Horiz. Trim Detail w/ ADHEASIVE PER MANUFR'S 16 <br />24 Dia. Medillion Detail <br />RECOMENDATIONS S Scale 3"=1'-0" Scale 1 1/2"=1'-0" <br />RECOMENDATIONS <br />FIBERGLASS SHINGLE ROOFING SYSTEM <br />OVER <br />#50 UNDERLAYMENT ROOFING FELT <br />DBL. HIP & RIDGE SHINGLE 12"X12" <br />LAPPED WITH 5" EXPOSURE <br />PER MANUFR'S RECOMENDATION <br />FIBERGLASS SHINGLE ROOFING SYSTEM <br />OVER <br />#50 UNDERLAYMENT ROOFING FELT <br />,,,,--ALUM DRIP FLASHING <br />2X4 CONT. CUT TO SHAPE <br />ALUM DRIP FLASHING <br />7/8" METAL HAT CHANNELS @ 16" O.C. <br />RAIN LOCK RIBBED METAL ALUMN. SYSTEM <br />TO MATCH PUBLIX <br />3/4" EXT. GIRD PLYWD SHEATHING <br />LIGHT GUAGE METAL TRUSS <br />RE:STRUCTURAL PLANS <br />@ <br />S.S. HANGER <br />5Y8" N <br />CONT. S.S. <br />�1a DRIP FLASHING <br />s NOTE: FLASHINGS MIN. 266A <br />CORROSION RESISTANT MTL. <br />4 RECTANGULAR GUTTER DETAIL <br />Scale 3"=l'-0" <br />CV <br />Cfl <br />d- <br />8 Horiz. Efis Trim Detail <br />Scale 3"=l'-0" <br />1'4' 1'4' <br />THRU WALL SCUPPER MINIMUM <br />LINE OF ROOF BEYOND <br />z <br />CV <br />OVERFLOW <br />6%" <br />4 <br />T <br />SEALANT <br />PRE -SHAPED METAL <br />COUNTER FLASHING CLIP <br />w/ RECEIVER <br />DRIP <br />w/ HEMMED EDGE <br />CV <br />DRIP W/ HEMMED EDGEU) (o <br />w <br />S2 � <br />PRE -SHAPED METAL = Z z <br />COUNTER FLASHING CLIP W/ RECEIVER ~ <br />2 <br />PROVIDE POSITIVE <br />SLOPE FOR DRAINAGE <br />EFIS FOAM HORIZ. TRIM <br />STUCCO SYSTEM <br />5/8" DENS -GLASS GOLD <br />ADHEARE FOAM TO STUCCO <br />w/ ADHEASIVE PER MANUFR'S <br />RECOMENDATIONS <br />1 HAT CHANNEL <br />-RAIN LOCK PANEL <br />-TERMINATION BAR <br />-PANELCLOSURE <br />•2 PLY COMPOSITION STRIPPING <br />OVER PRIMED SCUPPER FLANGE <br />-SCUPPER FLANGE SET IN PLASTIC <br />CEMENT OVER 54"x42" LEAD <br />FLASHING & ROOFING PLIES <br />NAILED TO BLOCKING <br />ROOFING SYSTEM <br />4 PLY W/ CAP SHEET <br />TAPERED EDGE STRIP / I <br />�- GALV. STEEL SCUPPER <br />SEE ROOF PLAN FOR SIZE <br />SET IN PLASTIC CEMENT W/ <br />THREE COURSING COMPOSITION STRIPPING <br />AT VERTICAL EDGES, PAINT ALL VISIBLE EDGES <br />14 Thru Wall Overflow Detail Thru Wall Overflow Section <br />SCALE: 1" =1" 15 SCALE: 1" =1" <br />PROVIDE ONE PIECE SPUN ALUMINUM <br />NOTE: <br />BASE WITH, GRADULATED STEPPED <br />PRE-ENGINEERED CURB BY PVC BOOT, AND ADJUSTABLE <br />RTU SUPPLIER STAINLESS STEEL CLAMPS. SET BASE <br />IN BED OF MASTIC. <br />NAILER SUPPLIER W/ CURB, ATTACH I <br />TO CURB AS PER MANUFACTURER'S <br />RTU MINIMUM 12" <br />RECOMMENDATIONS / SPECS. ABOVE ROOF <br />[48" MAX. HEIGHT ABV. FRAME] <br />RAIL <br />SECURE CURB TO STEEL FRAME <br />o USING #12 TEK SCREWS, 2 @ EA. ROOF INSULATION <br />CORNER & 12" O.C. BTW. <br />STL. DECK, REF: GENERAL NOTES ROOF DECK <br />PROVIDE SLEEVE IF ANCHOR PIPE TO ROOF <br />— - - -- REQUIRED BY TYPE DECK OR JOISTS WITH <br />OF ROOF DECK. U-BOLT AROUND PIPE <br />u AND ANGLE IRON <br />MICRO -HOLD MINIMUM 12' BELOW ROOF WELDED OR SCREWED <br />(8 MIN.) TO DECK OR JOIST. <br />(2 EA. SIDE) PROVIDE PIPE INCREASER <br />�, WHERE REQUIRED TO MAKE <br />MINIMUM 3" VENT THRU ROOF. HUBLESS PIPE CONNECTORS <br />k ILA ON CAST IRON PIPE. <br />REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VENT THRU ROOF MINIMUM TEN FEET <br />MICROMETL,16 GA. MICRO -HOLD HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, AND <br />HOLD DOWN. ATTACH TO UNIT RAIL ONE FOOT FROM ANY VERTICAL SURFACE. PROVIDE 1" FIBERGLASS INSULATION WITH ALL -SERVICE <br />REF: MANUF. FOR INSTALLATION JACKET ON VENT PIPE INSIDE BUILDING WITHIN SIX FEET OF VENT THRU ROOF LOCATION. VERIFY <br />REQUIREMENTS FLASHING AND COUNTER FLASHING WITH ROOFING CONTRACTOR. <br />18REF: RTU Tie Down Detail <br />SCALE:NTS 1 Vent Thru Roof Detail <br />SCALEATS <br />REF: <br />U <br />o <br />cr <br />U <br />I� <br />o <br />g <br />�o <br />w <br />-o <br />>92 <br />U� <br />8 <br />U <br />CU <br />C <br />O <br />0 <br />V <br />CU C00 <br />Co <br />•L Co CM C <br />U <br />^♦ <br />W 'a J U <br />tL <br />E CU <br />2 d LL <br />z <br />�L 0) > <br />ca <br />w <br />J <br />cM F— (A <br />U <br />C <br />0 <br />E <br />E <br />C) <br />L <br />NU)`_ <br />= N O <br />— <br />w <br />�°6�U <br />L <br />U <br />Y <br />W co Q. 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