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1"=10' <br />1 0 1 30 ��- 3L 2� 10 0 20 40 60 �� 1 90 ��- 8� _ 4� _ 2� r 0 40 80 120 ��- 7 150 If 1 i 3w <br />mt 1 —20 1 =30 1 —40 1 —50 1 =100 <br />PROJECT NAME <br />MEDICAL BUILDING <br />MODIFICATIONS <br />J� 8'-6" HT. <br />(F.V.) <br />(1) ROW 2"x4 BLOCKING <br />1/2 HGT. <br />SILL PLATE ANCHOR BOLT <br />%"0 x 5" LONG w/ <br />BPS5/8-3 (3"x3"x3ga) — <br />WASHERS 0 24" (TYP) <br />5/8" DRYWALL <br />(2) 2"x4" TOP PLATE <br />2"x STUDS A <br />24" O.C. <br />OWENS CORNING <br />2" ULTRA HIGH <br />DENSITY <br />SOUNDPROOFING <br />INSULATION <br />9/8" DRYWALL <br />(VERIFY LOCATION <br />FOR WET AREAS) <br />2"x4" PT PLATE <br />jk f0.00' F.F. ELEV. <br />IRV <br />EXISTING <br />CONCRETE SLAB <br />NEW PARTITION WALL (TYP)rA--" <br />SCALE: 3/4= 1'-0, A2-1 <br />8" BELOW EXISTING CEILING <br />EXTEND ANGLE 8" MIN <br />EA. END <br />ANGLE g"x6"x3Y" EA. SIDE <br />CHIP OUT AND FILL CELL <br />W/ 3000 psi CONCRETE <br />AND (1) #5 VERTICAL <br />EPDXY #5 BARS ON <br />EXISTING WALL W/ 4" MIN <br />EMBEDMENT. <br />SECTION (TYP) z� <br />DOOR SCHEDULE <br />No. <br />OTY. <br />DESCRIPTION <br />WIDTH <br />HTG <br />TH <br />MAT. <br />FIN. <br />GLAZING <br />U <br />FACTOR <br />SHGC <br />FRAME <br />FLORIDA # <br />/NOA <br />WIND, <br />psf (MIN.) <br />REMARKS <br />INI ZONE <br />PRESSURE <br />END ZONE <br />PRESM <br />POSITIVE <br />PRESSURE <br />MAT. <br />FIN. <br />D1 <br />1 <br />DOUBLE OUTSWING DOOR <br />(2)2'-8" <br />8'-0" <br />1 N" <br />ALUM. <br />PNT. <br />LOW E <br />TEMP <br />0.4 <br />0.25 <br />HM <br />PNT. <br />FL# 253—R22 <br />OA 20-0427.03 <br />WD <br />WD <br />WD <br />PGT INDUSTRIES, INC. <br />D2 <br />1 <br />SINGLE OUTSWING DOOR <br />3'-4" <br />8'-0" <br />1 y4" <br />STEEL <br />PNT. <br />HM <br />PNT. <br />NOA 20-0913.17 <br />LIF INDUSTRIES, INC. <br />E <br />14 <br />INTERIOR 6 PANEL <br />SOLID CORE <br />3'-4" <br />8'-0" <br />1 �" <br />WD <br />PNT. <br />WD <br />PNT. <br />NEW DOOR OR EXISTING <br />DOORS TO BE USED <br />NOTE: <br />ANGLES MUST BE INSTALLED <br />BEFORE CUTING INTERIOR AREA OF <br />CMU (TYPICAL FOR NEW OPENINGS) <br />EXISTING CMU <br />WALL <br />ANGLE %"x6"x3,V2' <br />EA. SIDE <br />SECTION rC"*`)i' <br />SCALE: N.T.S. A2-1 <br />STANDARDS FOR INSTALLATION OF PLASTER (ASTM C 926) <br />SPRINKLE THE WALL WITH SOME WATER TO SEE HOW IT ABSORBS. IF IT IS READILY <br />ABSORBED, THEN THE SURFACE IS EXPECTED TO BOND WELL WITH STUCCO. <br />IMMEDIATELY PRIOR TO PLASTERING, THE WALL SHOULD BE PREWETTED. THIS <br />PREPARES THE UNIT SURFACE TO ABSORB PASTE FROM PLASTER. IT DAMPENS THE <br />UNIT, REDUCING ITS WATER DEMAND AND THE POTENTIAL OF PREMATURE DRYOUT. <br />UNLESS IT'S VERY HOT, DRY AND/OR WINDY, MOISTURE ON THE WALL TOGETHER WITH <br />THAT IN THE PLASTER IS USUALLY SUFFICIENT FOR CURING. GENERALLY, STUCCO THAT <br />IS APPLIED DIRECTLY TO SOLID SURFACES IS PLACED IN TWO COATS THAT TOGETHER <br />TOTAL 5/8 IN. OF THICKNESS. <br />IF WATER SPRINKLED ON THE WALL IS NOT READILY ABSORBED, THEN THE SURFACE <br />MUST BE HANDLED DIFFERENTLY. DEPENDING ON THE CONTAMINATION, YOU MIGHT <br />ONLY NEED TO WASH WITH WATER. WITH WORSE CONDITIONS, YOU NEED MORE <br />AGGRESSIVE TECHNIQUES. THESE INCLUDE SANDBLASTING OR ACID ETCHING. <br />ALTERNATELY, YOU MIGHT APPLY A DASH —BOND COAT OR A BONDING AGENT TO <br />ALLOW FOR DIRECT APPLICATION OF STUCCO. IF BOND CAN'T BE ATTAINED BY <br />CLEANING OR BONDING AGENTS, YOU WILL HAVE TO USE PAPER —BACKED LATH TO <br />ASSURE MECHANICAL ANCHORING TO THE WALL. THIS COMPLETELY ISOLATES THE <br />STUCCO FROM THE WALL SURFACE BUT SUPPORTS ITS WEIGHT SO IT DOESN'T FALL <br />OFF. THEN THE APPLICATION OF PLASTER OVER CONCRETE OR CONCRETE MASONRY <br />BECOMES VERY SIMILAR TO APPLICATION OVER OPEN STUD OR SHEATHED FRAME <br />CONSTRUCTION <br />LAP SPLICE <br />EMBEDED <br />REQUIRED LAP SPLICE, EMBEDMENT AND <br />HOOKED REINFORCING STEEL <br />(INCHES) <br />GRADE <br />40 <br />GRADE <br />60 <br />BAR <br />SIZE <br />BEND <br />DIAMET. <br />LENGTH <br />LAP <br />SPLICE <br />BAR <br />SIZE <br />BEND <br />DIAMET. <br />LENGTH <br />LAP <br />SPLICE <br />'Ab <br />bBb <br />C. <br />bDb <br />'Ab <br />"B" <br />C. <br />"D" <br />#3 <br />2 <br />4 1/4 <br />7 <br />15 <br />#3 <br />2 1/4 <br />4 1/4 <br />9 1/4 <br />18 <br />#4 <br />2 1/2 <br />5 5/8 <br />9 1/2 <br />20 <br />#4 <br />3 <br />5 5/8 <br />12 1/2 <br />24 <br />#5 <br />3 1/8 <br />7 <br />1 11 3/4 <br />25 <br />#5 <br />3 3/4 <br />7 <br />15 1/2 <br />30 <br />#6 <br />3 3/4 <br />8 1/2 <br />14 <br />30 <br />#6 <br />4 1/2 <br />8 1/2 <br />118 1/2 <br />36 <br />#7 <br />4 3/8 <br />10 <br />16 1/2 <br />35 <br />#7 <br />5 1/4 <br />10 <br />21 3/4 <br />42 <br />#8 <br />— <br />— <br />— <br />— <br />#8 <br />8 <br />11 1/4 <br />24 3/4 <br />48 <br />#9 <br />— <br />— <br />— <br />— <br />#9 <br />9 <br />12 3/4 <br />28 <br />54 <br />#10 <br />— <br />— <br />— <br />— <br />#10 <br />10 <br />14 1/4 <br />31 <br />1 60 <br />#11 <br />— <br />— <br />— <br />— <br />1 #11 <br />11 <br />15 1/2 <br />34 1/4 <br />66 <br />OWNER: <br />ADAA REAL ESTATE LLC <br />2653 BRUCE B DOWNS BLVD. <br />WESLEY CHAPEL , FL 33544 <br />PROJECT ADDRESS <br />38058 ARBOR RIDGE DRIVE. <br />ZEPHYRHILLS, FL 33540 <br />DRAWING BY: <br />DANIEL JALIL <br />Associate AIA <br />M.A. In Architecture & Planning <br />10233 CELTIC ASH DR. <br />Ruskin, FL 33753 <br />Phone (813) 240-3537 <br />THIS DRAWING MEASURING 24"x36" IS THE PROPERTY OF DANIEL <br />JAL IL <br />AND MAY NOT BE USED OR REPRODUCED WITHOUT HIS <br />WRITTEN PERMISSION.. <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE <br />DATE IS SIGNED AND SEALED. <br />ENGINEER: <br />I HEREBY CERTIFY THAT I HAVE <br />REVIEWED THE ATTACHED DESIGN AND <br />FOUND IT TO BE IN COMPLIANCE WITH <br />THE 7TH EDITION OF THE FLORIDA <br />BUILDING CODE 2020. <br />DANIEL JAMES COOREY P.E. <br />FL 77065 <br />Phone (813) 507-9166 <br />DATE ISSUED FOR: <br />SHEET TITLE <br />WALL DETAILS AND DOOR <br />SCHEDULE <br />JOB No. ZPH-0821 <br />SCALE AS NOTED <br />DATE AUG-09-21 <br />DRAW BY DJ <br />CHECKED BY DJ <br />PLOT DATE 08-09-21 <br />DRAWING No <br />3" =1'-0" 1 1 /2"=1'-0" 3/4"=1'-0" 1 /4"=1'-0" 1 /8"=1'-0" <br />0 1 0 1 2 2 0 2 4 8 6 10 <br />1 /16"=1'-O" 12 <br />A2-1 <br />