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MASONRY CONSTRUCTION / DBL AND SINGLE DOOR INSTALLATION L1NTLE OVER OPENING NOTE: THE MANUFACTURER OF THE ~NDOWS AND DOOR ARE TO CERTIFY THEIR PRODUCTS ABILITY TO WITHSTAND THE SPECIFIED DESIGN WIND PRESSURE RESULTING FROM A 110 MPH WIND SPEED AND SUPPLY THE CONTRACTOR WITH INSTALLATION SPECIFICATION DRAWINGS FOR THE WINDOW AND DOOR THESE DRAWINGS ARE REQUIRED TO BE ON THE JOB SITE A T THE TIME OF INST ALLA TION CONTRACTOR SHALL INSTALL DOORS AND WINDOWS ACCORDING TO MANUFACTURER'S INST ALLA TION SPECIFICATIONS BUCK STRIPS L1NTLE OVER OPENING L1NTLE OVER OPENING 6.1 MIN. I f f 6' I MIN. 4" MIN. T APCCDN I ITAPCON ITAPCON .3' MAX. 18" MAX. 18" BUCK STRIPS !.3:.4PCON 6' 6" MIN. MIN, I I 3" I .3,,1.3" .3,1.3" MI~.' +-- -;. 24" 6.1 MIN. I +-- i f 6" I MIN. - 4' 6" MIN. f iff T f 6" Mltl... TAPCON MIN. T APCON __ 4-- -.. +-- - I MI~."I 24' 16" -- - -- ~ -.. MASONRY CONSTRUCTION / WINDOW INSTALLATION T APC )N TAPCON +-- - HEAD 8" T APC )N -- -;. .-- -- - EXTERIOR BLOCK WALL +-- -. c-- __ BUCK STRIPS EXTERIOR BLOCK WALL 1 ) #8 INSTALLATION ANCHORS MUST BE OF SUFFICIENT L TH. TO ACHIEVE MIN. EMBEDMENT OF 1 1/8" INTO 2X BUCK STRIPS THE FASTENING SCHEDULE OF #8 FASTENERS IN THE HEAD 6" IN FROM EACH JAMB #8 FASTENERS IN EACH JAMB 6" OC MIN. SPACING 17" OC MAX. SPACING FOR ALL WINDOW SIZES UP TO 51 7/8" X 95" ( 34.22SF ) WITH A DESIGN PRESSURE OF UP TO 70 PSF CAULK BEHIND WINDOW FIN AT HEAD AND JAMBS WITH DUQ-SIL ADHESIVE CAULK OR APPROVED EQUAL. USE LATEX CAULK OR EQUAL FOR THE PERIMETER SEAL. CAULK BETWEEN BUCK STRIPS AND MASONRY OPENING (5) E UAL SPACES 8'-0. 24" BUCK STRIPS +-- -- 16' - 2) (5) EQUAL SPACES WINDOW HEIGHT TAPC<1N TAPCON ~UCK STF I S BUCK STRIPS (5) EQUAL SPACES J A M B EQUALL Y SPACE ANCHORS -- - -- BUCK STF IPS - I+--- +-- - 24" J A M B 24" 3) 6" MIN. BUCK STRIPS .IAE.C ) N -- --;. 6" -IAEC 0 N E----- +- -, -- -- 4" MIN. 4" 6" MIN. 6' ""J "" TAP CON LOCATIONS FOR 8' EXT DOORS IN-SWING OR OUT-SWING THRU 2X BUCK OR 1 X BUCK STRIPS SINGLE DOOR 6'- 8" MIN. SILL -~ M,~.l-~l 4) SINGLE DOOR 8'- a" TAPCON LOCATIONS FOR 6'- 8" EXT DOORS IN-SWING OR OUT-SWING THRU 2X BUCK OR 1 X BUCK STRIPS SIN~1 F fJOOR OR fJRI rlOOR W / SIDELIGHT 6" THE #8 ANCHOR SCREWS ARE ONLY FOR INSTALLA TIO WITH A 2X BUCK STRIP WHEN USING A 1 X BUCK STRI ONLY THE TAPCON ANCHORS ARE RECUIRED. I TAPCON PLACEMENT FOR 2X BUCK STRIPS I THIS INFORMATION WAS OBTAINED THROUGH KINCO , LTD. OF 5245 OLD KINGS ROAD JACKSONVILLE FLORIDA 32254 FROM ENGINEERING PROVIDED FOR THE INSTALLATION OF THEIR PRODUCT. IF OTHER THAN KINCO WINDOWS ARE INSTALLED THE CONTRACTOR WILL NEED TO OBTAIN THE PROPER INSTALLATION ENGINEERING FROM THE MANUF. OF CHOICE. rlFSI~N PRFSSlJRE RATING SINGLE DOOR POS 67.0PSF NEG. 67.0 PSF FLANGED WINDOW \ ?~ Sffil:,,~ ~ \/ ~ * 1/' / \ / SINGLE W1TH SIDELIGHTS POS. 60.0 PSF NEG 60.0PSF SINGLE HUNG WINDOW SIZES 1/4" MAX. SHIM SPACE W/LOAD BRG SHIM DOUBLE W / WO SIDELIGHTS POS 47.0 PSF NEG. 47.0 PSF CODE SIZE WINDOW SIZE WIDTH X HEIGHT 1.4.0. 1x BUCK STRIPS 1 V 1"1 ,QQII\lr. WINDOW FRAME JAMB ~,~,~ ,..~" .~~, L1NTLE OVER OPENING SH 12 SH 1.3 SH 14 SH 15 SH 16 19 '/8 X 26 19 1/8 X .38 J/8 19 '/8 X 50 5/8 19 1/8 X 6J 19 1/8 X 76 \9 .3/4 X 26 19 .3/4 X 38 J/8 19 3/4 X 50 5/8 19.3/4X6J 19 .3/4 X 76 < 3/15. TAPCON CONCRETE SCREW Wl111 A 1 1/4" MIN. EMBEDMENT IMI~.1' BUCK STRIPS ~1~"1 USE A #8 / 2 1/2" PHILLIPS HEAD WOOD SCREW A T ALL ARROW LOCATIONS AND ONLY ON 2X BUCKS WINDOW WIDTH :> 1) CAULK BETWEEN BUCK AND MASONRY WALL 2) CAULK BETWEEN FLANGE AND WOOD BUCK 3) PERIMETER CAULK ALL EDGES 4) BUCK STRIP WIDTH PER CONTRACTOR MIN. WIDTH 2X4 - -.. BUCK STRIPS ARE TO BE A CONTINUOUS PIECE ON THE TOP AND SIDES OF OPENINGS USEING 1 X OR 2X #2 PT PINE LUMBER ( T -NAILS ARE NOT TO BE USED IN 2X BUCKS, ONLY TAPCON SCREWS) USE VIKING ,097" X 1 3/8" HIGH CARBON T -NAILS AT SPACING INDICATED BELOW BASED ON TOTAL ROUGH OPENING SIZE. L-- EXTERIOR BLOCK WALL t 14" t MAX. 13.1 3' 3.1 3.f f 14" i MAX. -. , SH 3.3/2 SH 3.3 /2 SH .34/2 SH 35/2 SH 36/2 26 1/2 X 26 26 1/2 X J8 .3/8 26 1/2 X 50 5/8 26 1/2 X 63 26 1/2 X 76 271/8 X 26 27 1/8 X 38 .3/8 27 1/8 X 50 5/B 27 1/8 X 63 271/8X76 #8 ANCHOR WOOD SCREW 1 1/8" MIN. EMBEDMENT --- SH22 SH 23 SH 24 SH I2WE (EGRESS) SH 25 SH 26 J7 X 26 J7 X 38 .3/8 J7 x 50 5/8 .37 X 57 3/4 .37 X 53 37 X 76 .37 5/8 X 26 37 5/8 X 38 .3/8 37 5/8 X 50 5/8 J7 5/8 X 57 3/4 37 5/8 X 6J 37 5/8 X 76 - -.. MAXIMUM OPENING HEIGHT 5' - 4" MAXIMUM OPENING WIDTH T -NAIL SPACING A T TOP AND SIDES MASONRY WINDOW INSTALLATION wi 2X BUCK STRIPS EXTERIOR BLOCK WALL 0>- -'" 7' - 0" 3' - 1" 6' - 4" 12" OC 9" OC 6" OC SH .32 SH 33 SH 34 SH 13WE (EGRESS) SH 35 SH 36 53 1/8 X 26 5.3 '/8 X 38 3/8 5J 1/8 X 50 5/8 5.3 1/8 X 57 J/4 5J 1/8 X 63 5J 1/8 X 76 53 3/4 X 26 5J 3/4 X .38 .3/8 53 .3/4 X 50 5/8 53 .3/4 X 57 .3/4 5J J/4 X 63 53 3/4 X 76 BUCK STRIPS 8' - 1" 12' - 0" 6" OC 1/4" MAX. SHIM SPACE W/LOAD BRG SHIM / BUCK STRIP fil\l 1"11\l1<:l-l .~) EQUAL SPA ES llU:K STRIPS 7' - 0" 12' - 0" - ->0 USE A MIN OF (3) T -NAILS PER EACH BUCK STR IP ADD 1 1/2" TO WINDOWS ROUGH OPENING SIZE \'MEN USING 2X BUCK STRIPS AND FLANGm WINDOWS WINDOW FRAME JAMB \ 1 V "'RR'NG 011'''''1 ,.,~" ,~M 1 < '1'1\. TAP CON CONCRETE SCREW Wl111 A 1 1/4' MIN. EMBEDMENT - -> THIS INFORMATION WAS FURNISHED BY THERMA- TRU CORPORATION 1687 WOODLANDS DRIVE MAUMEE OHIO PH, (800) 537 - 8827 IF OTHER THAN THERMA - TRU DOORS ARE USED THEN IT WILL BE THE BUILDERS RESPONSIBILITY TO OBTAIN THE ENGINEERED INST ALLA TION INSTRUCTIONS FOR THE DOORS OF CHOICE. 111E WINDOWS SPECIFIED ON THIS PLAN ARE BASm OF THE SIZES IN THIS CHART. IT IS THE BUILDERS RESPONSIBIUlY TO VERIFY THAT THE SIZES OF THE WINDOWS OF CHOICE ARE 111E SAME OR AllOWANCES MADE \'MEN FRAMING IN THE ROUGH OPENINGS. FLAW-''-'' ...."'^.., L r EXTERIOR BLOCK WALL DOUBLE DOORS NOTE: THIS SYSTEM HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDING~ AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS LISTED HEREIN. ALL WORK SHALL COMPLY WITH PREVAILING CODES STANDARD BUILDING, PLUMBING, MECHANICAL, NEC. AND ALUMINUM. WINDOW W1DTH :> 1) CAULK BETWEEN BUCK AND MASONRY WALL 2) CAULK BETWEEN FLANGE AND WOOD BUCK 3) PERIMETER CAULK ALL EDGES 4) BUCK STRIP WIDTH PER CONTRACTOR MIN. WIDTH 1 X4 THERMA- TRU IN-SWING / OUT-SWING DOOR MASONRY SYSTEM ALL OF THE PRODUCTS SPECIFIED ON THIS DRAWING OR ANY OTHER PAGE IN THIS PLAN MA Y BE REPLACED WITH THOSE OF GREATER OR EQUAL VALUES. MASONRY WINDOW INSTALLATION W/ 1X BUCK STRIPS DOOR AND Vv1NDOW SCHEDULES FOR MASONRY CONSTRUCTION ALL THE INFORMATION ON THIS PAGE IS INTENDED TO BE CORRECT BUT MISTAKES CAN BE MADE AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION. WE WILL BE AVAILABLE TO HELP RESOLVE ANY PROBLEMS. I hereby certify that I have reviewed this plan and found it cOMpliance with section 1606 of the Florida Building Code; 2001 for Q 130 Mph wind speed zone ( 3 sec gust ) to be in edition; Do vid 'W, SMith; P,E, ~~'v7 Dl\ VID CARR DOGWOOD LANE D.."W..S:MITH, P.E.. FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 Custom Home Plan Service 9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525 PHJN[: 352-521-0865 FAX, 352-521-0867 [-MAll: zE'phyr27@gtt', nt't RICK GOLLHARDT - DRAFTSMAN SPECIFICATIONS SHEET OF 9 OF 12 ENGINEER LICENCE ~53608 CARR CONSTRUCTION, INC DATE 21 FEB 2005 DESIGN/DRAWN CHECKED R. GOLLHARDT D.W.SMITH,P.E. 2005-17 SCALE PART NO, _':.7:.L:;Q