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BIN A-4 PERMIT 3497
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BIN A-4 PERMIT 3497
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Last modified
6/18/2008 10:00:41 AM
Creation date
10/24/2007 8:44:21 AM
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Building Plans
Street #
5740
Location
DOGWOOD STREET
Contractor
CARR. CONST.
Building Plans - Permit #
3497
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<br />NOTE: <br />THE MANUFACTURER OF THE WINDOWS AND DOOR ARE <br />TO CERTIFY THEIR PRODUCTS ABILITY TO WITHSTAND THE SPECIFIED <br />DESIGN WINO PRESSURE RESULTING FROM A 110 MPH <br />W1ND SPEED AND SUPPLY THE CONTRACTOR W1TH <br />INSTALLATION SPECIFICATION DRAWINGS FOR THE W1NDOW AND DOOR <br />THESE DRAWINGS ARE REQUIRED TO BE ON THE JOB SITE <br />A T THE TIME OF INST ALLA TION <br />CONTRACTOR SHALL INSTALL DOORS AND WINDOWS ACCORDING TO MANUFACTURER'S <br />INSTALLA TION SPECIFICATIONS <br /> <br />HEAD <br /> <br />MASONRY CONSTRUCTION / WINDOW INSTALLATION <br /> <br />WINDOW <br />HEIGHT <br /> <br /> <br />6" <br /> <br />1 ) <br /> <br />2) <br /> <br />EQUALL Y <br />SPACE <br />ANCHORS <br /> <br />J <br />A <br />M <br />B <br /> <br />J <br />A <br />M <br />B <br /> <br />3) <br /> <br />SiLL <br /> <br />_~ M,~.,,~l <br /> <br />4) <br /> <br />#8 INSTALLATION ANCHORS MUST BE OF SUFFICIENT L TH. <br />TO ACHIEVE MIN, EMBEDMENT OF 1 1/8" INTO 2X BUCK STRIPS <br />THE FASTENING SCHEDULE OF <br />#8 FASTENERS IN THE HEAD <br />6" IN FROM EACH JAMB <br />#8 FASTENERS IN EACH JAMB <br />6" OC MIN. SPACING <br />17" OC MAX. SPACING <br />FOR ALL WINDOW SIZES UP TO 51 7/8" X 95" ( 34.22SF ) <br />WITH A DESIGN PRESSURE OF UP TO 70 PSF <br />CAULK BEHIND WINDOW FIN AT HEAD AND JAMBS WITH DUO-Sll <br />ADHESIVE CAULK OR APPROVED EQUAL, USE LATEX CAULK <br />OR EQUAL FOR THE PERIMETER SEAL. <br />CAULK BETWEEN BUCK STRIPS AND MASONRY OPENING <br /> <br />THE #8 A.NCHOR SCREWS ARE ONLY FOR INSTALLA Tlor <br />WITH A 2X BUCK STRIP WHEN USING A 1 X BUCK STRI) <br />ONLY THE TAPCON ANCHORS ARE REQUIRED, <br /> <br />THIS INFORMATION WAS OBTAINED THROUGH KINCO , l TO, OF 5245 OLD KINGS ROAD JACKSONVILLE FLORIDA 32254 <br />FROM ENGINEERING PROVIDED FOR THE INST ALLA TION OF THEIR PRODUCT, IF OTHER THAN KINCO WINDOWS ARE <br />INSTALLED THE CONTRACTOR W1LL NEED TO OBTAIN THE PROPER INSTALLATION ENGINEERING FROM THE MANUF. OF CHOICE, <br /> <br /> SINGLE HUNG WINDOW SIZES <br />CODE SIZE WINDOW SIZE M.O. <br /> WIDTH X HEIGHT ,. BUCK STRIPS <br />SH 12 19 1/8 X 26 19 3/4 X 26 <br />SH 13 19 1/8 X 38 3/8 19 3/4 X 38 3/8 <br />SH 14 19 1/8 X 50 5/8 19 3/4 X 50 5/8 <br />SH 15 191/8X53 19 3/4 X 53 <br />SH 16 '9 ,/a X 76 '93/4X76 <br />SH 33/2 26 '/2 X 26 271/8 X 26 <br />SH 33/2 25 1/2 X 38 3/8 27 1/8 X 38 3/8 <br />SH 34/2 26 '/2 X 50 5/8 27 1/8 X 50 5/8 <br />SH 35/2 26 1/2 X 63 27 1/8 X 63 <br />SH 36/2 26 1/2 X 75 27 1/8 X 76 <br />SH22 37 X 26 37 5/8 X 26 <br />SH 23 37 X 38 3/8 37 5/8 X 38 3/8 <br />SH 24 37 X 50 5/8 37 5/8 X 50 5/8 <br />SH I2WE (EGRESS) 37 X 57 3/4 37 5/8 X 57 3/4 <br />SH 25 37 X 63 37 5/8 X 63 <br />SH 26 37 X 76 37 5/8 X 76 <br />SH 32 53 1/8 X 26 53 3/4 X 26 <br />SH 33 53 1/8 X 38 3/8 53 3/4 X 38 3/8 <br />SH .34 53 1/8 X 50 5/8 53 3/4 X 50 5/8 <br />SH 13WE (EGRESS) 53 1/8 X 57 3/4 53 3/4 X 57 3/4 <br />SH 35 53 1/8 X 53 53 3/4 X 53 <br />SH 35 53 1/8 X 76 53 3/4 X 76 <br /> ADO 1 1/2" TO WINDOWS ROUGH OPENING SIZE \'MEN <br /> USING 2X BUCK STRIPS AND FLANGED WINDOWS <br />1'HE WINDOWS SPECIFIED ON 1'HIS PLAN ARE BASED Of' THE $lZES IN 1'HIS <br />CHART. IT IS THE BUILDERS RESPONSIBILITY TO VERIFY THAT 1'HE SIZES <br />OF 1'HE WINDOWS OF CHOICE ARE THE SAME OR ALLOWANCES MADE <br />WHEN FRAMING IN THE ROOGH OPENINGS. <br /> <br />ALL WORK SHALL COMPLY WITH PREVAILING CODES <br />STANDARD BUILDING, PLUMBING, MECHANICAL, <br />NEC. AND ALUMINUM. <br /> <br />ALL OF THE PRODUCTS SPECIFIED ON THIS <br />DRAWING OR ANY OTHER PAGE IN THIS PLAN <br />MAY BE REPLACED WITH THOSE OF GREATER <br />OR EQUAL VALUES. <br /> <br />1/4" MAX. SHIM SPACE <br /> <br />WI LOAD BRG SHIM <br /> <br /> <br />~AflBl'1 <br /> <br /> <br />WINDOW FRAME JAMS <br /> <br />FLANGED WINDOW <br /> <br /><: J!le" TA,PCON CONCRETE SCREW <br /> <br />'M1'H A 1 1/4" MIN. EMBEDMENT <br /> <br />EXTERIOR BLOCK WALL <br /> <br />#8 ANCHOR WOOD SCREW <br /> <br />, 1/8' MIN. EMBEDMENT <br /> <br />1) CAULK BETWEEN BUCK AND MASONRY WALL <br /> <br />2) CAULK BETWEEN FLANGE AND WOOD BUCK <br /> <br />3) PERIMETER CAULK ALL EDGES <br /> <br />4) BUCK STRIP WIDTH PER CONTRACTOR <br />MIN. WIDTH 2X4 <br /> <br />WINDOW WlDl11 <br /> <br />;:> <br /> <br />MASONRY WINDOW INSTALLATION W 2X BUCK STRIPS <br /> <br />1/4' MAX. SHIM SPACE <br />wi LOAD BRG SHIM <br /> <br /> <br /> <br />WINDOW FRAME JAMS <br /> <br />FLAN <br /> <br /><: '/11\" TAPCON CONCRETE SCREW <br /> <br />'M1'H A 1 1/4" MIN. EMBEDMENT <br /> <br />EXTERIOR BLOCK WALL <br /> <br />WINDOW WlDl11 <br /> <br />1) CAULK BETWEEN BUCK AND MASONRY WALL <br /> <br />2) CAULK BETWEEN FLANGE AND WOOD BUCK <br /> <br />3) PERIMETER CAULK ALL EDGES <br /> <br />4) BUCK STRIP WIDTH PER CONTRACTOR <br />MIN, WIDTH 1 X4 <br /> <br />> <br /> <br />L1NTLE OVER OPENING <br /> <br />BUCK STRIPS <br /> <br /> <br />5" <br />MIN. I <br /> <br />I MI~. <br /> <br />MASONRY CONSTRUCTION / DBL AND SINGLE DOOR INST ALLA TION <br /> <br />4' <br /> <br />MIN, <br />TAPC N <br /> <br />24" <br /> <br />T APC N <br /> <br />15" <br /> <br />TAPC N <br /> <br />8' <br /> <br />T APC N <br /> <br />15' <br /> <br />TAPC N <br /> <br />24" <br /> <br />BUCK STRIPS <br />l..8.EC N <br /> <br />4" <br /> <br />EXTERIOR <br />BLOCK WALL <br /> <br />8'-0" <br /> <br />L1NTLE OVER OPENING <br /> <br />13,1 T ~~X:~~ I T ~~;?8~ <br />BUCK STRIPS <br /> <br />6' <br />MIN. I <br />-- <br /> <br />I MI~."I <br /> <br />+-- <br /> <br />4-- <br /> <br />L1NTLE OVER OPENING <br /> <br />!3:1PCON <br /> <br />6' 6" <br />MIN. MIN. I 1 <br /> <br />3.13' 3"13' MI~." <br /> <br />3" I <br /> <br />4" <br /> <br /> <br /> <br />+- <br /> <br />- <br /> <br />6" <br /> <br />6" <br /> <br />6" <br />I MIN. <br /> <br />MJt:.L <br />TAPCON <br /> <br />MIN. <br /> <br />MIN. <br /> <br />-- <br /> <br />-~ <br /> <br />24" <br /> <br />- <br /> <br />TAPC:ON <br /> <br />-. <br /> <br />24" <br />8UCK STRIPS <br /> <br />BUCK STRIPS <br /> <br />EXTERIOR <br />BLOCK <br />WALL <br /> <br />(5) EQUAL SPACES <br /> <br />.- - <br /> <br /> <br />TAPCON PLACEMENT FOR 2X BUCK STRIPS <br /> <br />...- <br />BUCK ST IPS <br /> <br />-- <br /> <br />TAPCON <br /> <br /> <br />."-. <br /> <br />+- <br /> <br />- <br /> <br />(5) EQUAL SPACES <br /> <br />- <br /> <br />24" <br /> <br />- <br /> <br />~CON <br /> <br />5" <br /> <br />(5) E UAL SPACES <br /> <br />.- <br /> <br />- <br /> <br />6" <br /> <br />6" <br /> <br />BUCK S RIPS <br /> <br />+-- <br /> <br />-. <br /> <br />MIN. <br /> <br />4" <br /> <br />MIN. <br /> <br />-- <br /> <br />- <br /> <br />MIN. <br /> <br />MIN. <br />TAPCON LOCATIONS FOR 8 EXT DOORS IN-SWING OR OUT-SWING <br />THRU 2X BUCK OR 1 X BUCK STRIPS <br />SINGLE DOOR 6'- 8" <br /> <br />L1NTLE OVER OPENING <br /> <br /> <br /> <br />STRIPS <br /> <br />) EQUAL SPA ES <br /> <br />DOUBLE DOORS <br /> <br />with <br />Mph <br /> <br />reviewed <br />of' the <br />zone ( 3 <br /> <br />this plan and found it <br />Florida. Building Code; 2001 <br />see gust ) <br /> <br />6" <br /> <br />MIN. <br /> <br />SINGLE DOOR 8'- 0" <br /> <br />IMI~.1' <br /> <br />14" t <br />MAX. <br /> <br /> <br />EXTERIOR <br />BLOCK <br />WALL <br /> <br />_l <br /> <br />THERMA- TRU IN-SWING / OUT-SWING DOOR MASONRY SYSTEM <br /> <br />IMI~"1 <br /> <br />14" <br />MAX, <br /> <br /> <br />BUCK STRIPS <br /> <br />TAPCON LOCATIONS FOR 6'- 8" EXT DOORS IN-SWING OR OUT-SWING <br />THRU 2X BUCK OR 1 X BUCK STRIPS <br />SINGI F nOOR OR DRI nOOR <br /> <br />W / SIDELIGHT <br /> <br /> <br />SINGLE DOOR <br /> <br />POS 67,OPSF NEG. 67.0 PSF <br /> <br />SINGLE WITH SIDELIGHTS <br /> <br />POS. 60,0 PSF NEG 60.0PSF <br /> <br />MASONRY WINDOW INSTAlLA TION w/ 1 X BUCK STRIPS <br /> <br />DOUBLE W WO SIDELIGHTS <br /> <br />POS 47.0 PSF NEG. 47.0 PSF <br /> <br />USE A #8 / 2 1/2" PHILLIPS HEAD WOOD SCREW <br />A T ALL ARROW LOCATIONS AND ONLY ON 2X BUCKS <br /> <br />BUCK STRIPS ARE TO BE A CONTINUOUS PIECE <br />ON THE TOP AND SIDES OF OPENINGS USEING <br />1 X OR 2X #2 PT PINE LUMBER ( T -NAILS ARE NOT <br />TO BE USED IN 2X BUCKS, ONLY TAPCON SCREWS) <br />USE VIKING .097" X 1 3/8" HIGH CARBON T -NAILS <br />A T SPACING INDICA TED BELOW BASED ON TOTAL <br />ROUGH OPENING SIZE, <br /> <br />MAXIMUM <br />OPENING <br />HEIGHT <br /> <br />MAXIMUM <br />OPENING <br />W1DTH <br /> <br />T -NAIL SPACING <br />A T TOP AND <br />SIDES <br /> <br />12" OC <br />9" OC <br /> <br />6" OC <br /> <br />6" OC <br /> <br />5' - 4" <br />7' - 0" <br /> <br />3' - 1" <br />6' - 4" <br /> <br />7' - 0" <br /> <br />12' - a" <br /> <br />8' - 1" <br /> <br />12' - 0" <br /> <br />USE A MIN OF 3 T -NAILS PER EACH BUCK ST IP <br /> <br />THIS INFORMATION WAS FURNISHED BY THERMA- TRU CORPORATION <br />1687 WOODLANDS DRIVE MAUMEE OHIO PH. (800) 537 - 8827 <br />IF OTHER THAN THERMA - TRU DOORS ARE USED THEN IT WILL <br />BE THE BUILDERS RESPONSIBILITY TO OBTAIN THE ENGINEERED <br />INSTALLATION INSTRUCTIONS FOR THE DOORS OF CHOICE. <br /> <br />NOTE: <br /> <br />THIS SYSTEM HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE <br />AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDING <br />AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS LISTED HEREIN. <br /> <br /> <br />ENGINEER lICENCE #53608 <br /> <br />DOOR AND WINDOW SCHEDULES <br />FOR MASONRY CONSTRUCTION <br /> <br />ALL THE INFORMATION ON THIS PAGE IS INTENDED TO BE CORRECT BUT MISTAKES CAN BE MADE AND IT IS THE RESPONSIBILITY OF THE <br />CONTRACTOR TO VERIFY ALL INF.ORMA TION PRIOR TO CONSTRUCTION. WE WILL BE AVAILABLE TO HELP RESOLVE ANY PROBLEMS. <br /> <br />Dl\ VID CAI~R <br />DOGWOOD LANE <br />D .W . S :M I rI~ I-I , P . E . <br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 <br />Custom flame Plan Service <br />9909 ~ALLASTON DRIVE-DADE CITY FLORIDA 33525 <br />P\11]N[, 352-521-0865 r AX' 352-521-0867 [-MA! L' zE'phyr27@gtt'. nt't <br /> <br />RICK GOLLHARDT - DRAFTSMAN <br /> <br />SPECIFICATIONS <br /> <br />SHEE T OF <br /> <br />-to be in <br />edition; <br /> <br />DC} vid W, SMith; P,E, <br /> <br />8 OF 10 <br /> <br />DATE <br />7 OCT 2004 <br />DESIGN/DRAWN CHECKED <br />R, GOLLHARDT D,W,SMITH,P.E, <br /> <br />SCALE <br /> <br />PART NO. <br /> <br />2004-34 <br />
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