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ENGINEER'S NOTES: <br />ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH <br />THE FLORIDA BUILDING CODE <br />THE BASIC DESIGN WIND SPEED = 110 MPH (3 SECOND GUST) <br />THE IMPORTANCE FACTOR =1.0 ( RESIDENTIAL) <br />THE EXPOSURE CATEGORY = B <br />THE INTERNAL PRESSURE COEFFICIENT = +/- 0.18 <br />THE DESIGN WIND PRESSURE MWRFS = 201 -24 PSF <br />THE DESIGN WIND PRESSURE COMPONENTS AND CLADDING = 221 -29 <br />NOTE: THE MANUFACTURER OF THE WINDOWS AND DOORS ARE <br />TO CERTIFY THEIR ABILITY TO WITHSTAND THE SPECIFIED <br />DESIGN WIND PRESSURE RESULTING FROM THE 110 MPH <br />WIND SPEED AND SUPPLY THE CONTRACTOR WITH INSTALLATION <br />SPECIFICATIONS. ALL WINDOWS AND DOORS ARE TO BE <br />INSTALLED PER MANUFACTURER'S SPECIFICATIONS. <br />MASONRY CONSTRUCTION/ WINDOW INSTALLATION <br />HEAD <br />WINDOW <br />HEIGHT <br />A <br />B <br />SILL <br />A <br />B <br />IUALLY <br />PACE <br />VCHORS <br />JII 6" <br />MIN. <br />6" <br />MIN. <br />1) #8 INSTALLATION ANCHORS MUST BE OF SUFFICIENT LTH. <br />TO ACHIEVE MIN. EMBEDMENT OF 1 1/8" INTO 2X BUCK STRIPS <br />2) 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 517/8" X 95" (34.22SF ) <br />WITH A DESIGN PRESSURE OF UP TO 70 PSF <br />3) CAULK BEHIND WINDOW FIN AT HEAD AND JAMBS WITH DUO -SIL <br />ADHESIVE CAULK OR APPROVED EQUAL. USE LATEX CAULK <br />OR EQUAL FOR THE PERIMETER SEAL. <br />4) CAULK BETWEEN BUCK STRIPS AND MASONRY OPENING <br />THIS INFORMATION WAS OBTAINED THROUGH KINCO , LTD. OF 5245 OLD KINGS ROAD JACKSONVILLE FLORIDA 32254 <br />FROM ENGINEERING PROVIDED FOR THE INSTALLATION OF THEIR PRODUCT. IF OTHER THAN KINCO WINDOWS ARE <br />INSTALLED THE CONTRACTOR WILL NEED TO OBTAIN THE PROPER INSTALLATION ENGINEERING FROM THE MANUF. OF CHOICE. <br />SINGLE HUNG WINDOW SIZES <br />CODE SIZE <br />WINDOW SIZE <br />M.O. <br />3' - 1 " <br />WIDTH X HEIGHT <br />1x BUCK STRIPS <br />SH 12 <br />19118X26 <br />19314X26 <br />SH 13 <br />19118X38318 <br />19314X38318 <br />SH 14 <br />19118X50518 <br />19314X50518 <br />SH 15 <br />19118X63 <br />19314X63 <br />SH 16 <br />19118X76 <br />19314X76 <br />SH 3312 <br />26112 X 26 <br />27118 X 26 <br />SH 3312 <br />26112 X 38 318 <br />27 118 X 38 3/8 <br />SH 34/2 <br />26 1/2 X 50 518 <br />27 118 X 50 518 <br />SH 35/2 <br />26112 X 63 <br />27 118 X 63 <br />SH 3612 <br />26112 X 76 <br />27118 X 76 <br />SH 22 <br />37 X 26 <br />37 5/8 X 26 <br />SH 23 <br />37X38318 <br />37518X383/8 <br />SH 24 <br />37X50518 <br />37518X50518 <br />SH #2WE (EGRESS) <br />37 X 57 314 <br />37 518 X 57 3/4 <br />SH 25 <br />37X63 <br />37518X63 <br />SH 26 <br />37 X 76 <br />37 5/8 X 76 <br />SH 32 <br />53118X26 <br />53314X26 <br />SH 33 <br />53118X38318 <br />53314X38318 <br />SH 34 <br />53 118 X 50 518 <br />53 3/4 X 50 5/8 <br />SH #3WE (EGRESS) <br />53 118 X 57 314 <br />53 3/4 X 57 314 <br />SH 35 <br />53118X63 <br />533/4X63 <br />SH 36 <br />53118X76 <br />53314X76 <br />ADD 1 112" TO WINDOWS ROUGH OPENING SIZE WHEN <br />USING 2X BUCK STRIPS AND FLANGED WINDOWS <br />THE WINDOWS SPECIFIED ON THIS PLAN ARE BASED OF THE SIZES IN THIS <br />CHART. IT IS THE BUILDERS RESPONSIBILITY TO VERIFY THAT THE SIZES <br />OF THE WINDOWS OF CHOICE ARE THE SAME OR ALLOWANCES MADE <br />WHEN FRAMING IN THE ROUGH OPENINGS. <br />ALL WORK SHALL COMPLY WITH PREVAILING CODES <br />STANDARD BUILDING, PLUMBING, MECHANICAL, <br />NEC. AND ALUMINUM. <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 />DRAWN BY R S HANLEY <br />7114102 <br />MASONRY WINDOW INSTALLATION WI 1X BUCK STRIPS <br />6- 6" <br />MIN.( I MIN <br />•--- <br />w <br />c a. <br />w <br />6 " <br />MIN. <br />STILES RESIDENCE <br />SILVER OAKS SUBDIVISION <br />ZEPHYRHILLS FLA PASCO COUNTY <br />4 11 <br />MIN. <br />TAPCON <br />24" I <br />TAPCON <br />1 16" 1 <br />TMCDN <br />8" <br />TAPCON <br />1 16" <br />TAPCON <br />24" <br />TAPCON <br />4" <br />MIN. <br />z <br />3 <br />H <br />0 <br />W <br />0 <br />z <br />Vl <br />z <br />Ce <br />O <br />O <br />0 0- <br />N <br />00 X <br />w_ <br />L m <br />�x <br />z a , <br />0 <br />VU <br />O <br />z <br />CL <br />24" OJ m <br />z <br />_ a. w <br />~- 611 i TAPCON <br />4 11 <br />MIN. MIN. <br />SINGLE DOOR 6' -8" <br />6" 6" LINTLE OVER OPENING <br />MIN. MIN. <br />3" 1 3 3^ 3 "1 3" I MIN. <br />6 <br />MIN. <br />CL <br />Y <br />U <br />m <br />w <br />Q <br />a. <br />a <br />w <br />PAGE 4 <br />6 <br />MIN. <br />V) <br />CL <br />Y <br />U <br />m <br />EXTERIOR <br />BLOCK <br />WALL <br />6 11 <br />6 11 l� <br />MIN. MIN. <br />SINGLE DOOR OR DBL DOOR <br />W / SIDELIGHT <br />SINGLE DOOR 8 0" <br />EXTERIOR <br />BLOCK <br />N <br />Y <br />m <br />WALL V) <br />CL_ <br />fY <br />6" <br />MIN. <br />THERMA -TRU IN -SWING 1 OUT -SWING DOOR MASONRY SYSTEM <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 INFORMATION PRIOR TO CONSTRUCTION. WE WILL BE AVAILABLE TO HELP RESOLVE ANY PROBLEMS. <br />D.W. SMITH ENGINEERING - FLORIDA # 53608 1 HEREBY CERTIFY THAT THESE PLANS AND SPECS ARE IN COMPLIANCE WITH THE <br />MECHANICAL &ARCHITECTURAL ENGINEERING <br />9909 WALLASTON DRIVE DADS CITY ,FLA. 33525 FLORIDA BUILDING CODE 2001 FOR 110 MPH (3 SECOND GUST) WIND ZONE. <br />352 - 521 -0865 OFFICE 352 -521 -0867 FAX. <br />S ol, <br />N <br />a <br />LINTLE OVER OPENING <br />BUCK STRIPS <br />HE #8 ANCHOR SCREWS ARE ONLY FOR INSTALLATIO <br />VITH A 2X BUCK STRIP WHEN USING A 1X BUCK STRIP <br />)NLY THE TAPCON ANCHORS ARE REQUIRED. <br />114" MAX. SHIM SPACE 2X BUCK STRIP <br />W/ LOAD BRG SHIM /INTERIOR FINISH <br />WINDOW FRAME JAMB, \ 1 X FURRING <br />#8 ANCHOR WOOD SCREW <br />1 118" MIN. EMBEDMENT <br />X 3116" TAPCON CONCRETE SCREW <br />WITH A 1 1/4" MIN. EMBEDMENT <br />EXTERIOR BLOCK WALL <br />1) CAULK BETWEEN BUCK AND MASONRY WALL <br />2) CAULK BETWEEN FLANGE AND WOOD BUCK <br />3) PERIMETER CAULK ALL EDGES <br />4) BUCK STRIP WIDTH PER CONTRACTOR <br />MIN. WIDTH 2X4 <br />MASONRY WINDOW INSTALLATION W/ 2X BUCK STRIPS � <br />1/4" MAX. SHIM SPACE <br />W/ LOAD BRG SHIM <br />WINDOW FRAME JAMB \ <br />FLANGt:� 1JY_IND0� r <br />WINDOW WIDTH <br />X BUCK STRIP <br />INTERIOR FINIS <br />URRING <br />3116" TAPCON CONCRETE SCREW <br />F WITH A 1 114" MIN. EMBEDMENT <br />EXTERIOR BLOCK WALL <br />1) CAULK BETWEEN BUCK AND MASONRY WALL <br />2) CAULK BETWEEN FLANGE AND WOOD BUCK <br />3) PERIMETER CAULK ALL EDGES <br />4) BUCK STRIP WIDTH PER CONTRACTOR <br />MIN. WIDTH 1X4 <br />TAPCON PLACEMENT FOR 2X BUCK STRIPS <br />BUCK STRIPS ARE TO BE A CONTINUOUS PIECE <br />ON THE TOP AND SIDES OF OPENINGS USEING <br />1X 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 13/8" HIGH CARBON T -NAILS <br />AT SPACING INDICATED BELOW BASED ON TOTAL <br />ROUGH OPENING SIZE. <br />MAXIMUM <br />OPENING <br />HEIGHT <br />MAXIMUM <br />OPENING <br />WIDTH <br />T -NAIL SPACING <br />AT TOP AND <br />SIDES <br />5' - 4 " <br />3' - 1 " <br />12" OC <br />7' -0" <br />61 -411 <br />91, 0C <br />7' -0" <br />12' -0" <br />6" OC <br />12' -0" <br />6" OC <br />USE A MIN OF (3) T -NAILS PER EACH BUCK STRIP <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 />NOTE: <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 BUILDINGS <br />AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS LISTED HEREIN. <br />14" <br />MAX. <br />w <br />v <br />a <br />cn <br />4 <br />w <br />Ac <br />DESIGN PRESSURE RATING <br />SINGLE DOOR POS 67.0PSF NEG. 67.0 PSF <br />SINGLE WITH SIDELIGHTS POS. 60.0 PSF NEG 60.0PSF <br />DOUBLE W 1 WO SIDELIGHTS POS 47.0 PSF NEG. 47.0 PSF <br />USE A #8 / 2 112" PHILLIPS HEAD WOOD SCREW <br />AT ALL ARROW LOCATIONS AND ONLY ON 2X BUCKS <br />6" <br />MIN. <br />14" <br />MAX. <br />DOUBLE DOORS <br />LINTLE OVER OPENING <br />BUCK STRIP <br />3" <br />r] 1 3" <br />a _ <br />m <br />LINTLE OVER OPENING <br />O <br />3" 11. MAX. 18" 1 MAX. 18" 11 3" <br />z <br />l IV ? <br />4 " <br />0 <br />6^ 6 " <br />MIN.) I MIN. <br />MIN. <br />TAPCON <br />O <br />z <br />3. <br />I s^ <br />MIN. <br />2 4 " <br />V? <br />z <br />U) <br />w <br />w <br />TAPCON <br />N <br />O <br />0 <br />-- <br />a. <br />. <br />® EXTERIOR <br />a. <br />N <br />- <br />BLOCK WALL <br />= 2411 <br />Y <br />m <br />d <br />s— w — i <br />� v <br />O <br />u. M <br />a <br />`n <br />(n x <br />TAPCON <br />z r <br />ad <br />O O <br />. -- —. <br />V V <br />14" <br />MAX. <br />DOUBLE DOORS <br />LINTLE OVER OPENING <br />BUCK STRIP <br />3" <br />r] 1 3" <br />a _ <br />m <br />