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PAGE # 4 DOOR AND WINDOW SCHEDULES FOR MASONRY CONSTRUCTION MASONRY CONSTRUCTION I WINDOW INSTAllATION MASONRY CONSTRUCTION I DBl AND SINGLE DOOR INSTAllATION HEAD THE #8 ANCHOR SCREWS ARE ONLY FOR INSTALLATION WITH A 2X BUCK STRIP WHEN USING A 1X BUCK STRIP ONLY THE TAPCON ANCHORS ARE REQUIRED. L1NTLE OVER OPENING BUCK STRIPS 6" f f f 6" 4" LINTLE OVER OPENING MIN.I I MIN MIN. 131111 MAX.1S" II MAX. 18" ~13111 C) ~ z C) ~ z :is BUCK;j I t(1~;j ~ 40- -. 24" ~ 6..1 T f 6" I 4" :::J 0 :::J MIN.I I MIN. MIN. D:: - 0 TAPCOH 0 +- - TAPCOH ct: C) 0 Z 40- -. (!) I 6" 1 ~ Z MIN. 24" 16" 3E +- -., ~ tIl ~ (j) ~ w (j) 0 ~ ~ D:: (/) ~ 0 -- -. 8(j) LU (/) C (/) S" U 0- ~~ Co. . 40- <t -., ~ ;J. . EXTERIOR ~ ~~ 0 0. :::J I BLOCK WALL (j) ~ : 0:: a . ~ g 24" eo'" eo I(j) w Oo~ - - :::J Q) (Q~ ~ ..- In -. 16" ~u a ~u - O:::J W 0:> ~ - -. U.ea (/) - U.ea (/)>< Q. In (j)>< ~ - ~ TAPCON z"- T""COH Z ..- () 00:: -- 0 D:: ;j -0 ~ -0 Cl] (/) ~~ () ~~ +-- -.. Q. ::J ~ UU Cl] +-- -. uO 0::) 24" o=> ~ 24" ...lea ...I OJ () ~~ ~~ ;j Cl] ~~ 0::) -- - - -- --. ~~ 6" ~ ~~ 6" ~ MIN. 4" MIN. 4" MIN. I MIN. SINGLE DOOR S'. 0" SINGLE DOOR 6'. S" 6" 6" L1NTLE OVER OPENING MIN. MIN. 3" I 3,,13" 3"13" I 6" I MIN. - 6" 1 f f 1 1 f 6" MIN. MIN. .- +- -00 - 1) #S INSTALLATION ANCHORS MUST BE OF SUFFICIENT L TH. TO ACHIEVE MIN. EMBEDMENT OF 11/S" INTO 2X BUCK STRIPS THE FASTENING SCHEDULE OF #8 FASTENERS IN THE HEAD 6" IN FROM EACH JAMB #S 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 DUO-SIL ADHESIVE CAULK OR APPROVED EQUAL. USE LATEX CAULK OR EQUAL FOR THE PERIMETER SEAL. CAULK BETWEEN BUCK STRIPS AND MASONRY OPENING .- - -00 2) WINDOW HEIGHT J A M B EQUALL Y SPACE ANCHORS J A M B 3) SILL 6" _~ M~~.~T 4) - (/) w U -- ~ (/) ...I <t :::J a +-- W - In - (/) Q. ~ _00 V) ~ () :::l Cl] 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. (/) Q. ~ ~ --- () ;j Cl] -.. EXTERIOR BLOCK WALL --- +-- -.. 1/4" MAX. SHIM SPACE 2X/BUCK STRIP W/ LOAD BRG SHIM\ / INTERIOR FINISH WINDOW FRAME JAMB '- \ 1 X FURRING RIGID INSULATION --:::::!r-::::::::::::::::::::::::::::::f i\ 3/16" TAPCON CONCRETE SCREW F~tj.91-8-):'l!~9-:.~-~~~ It <: WITH A 11/4" MIN. EMBEDMENT / EXTERIOR BLOCK WALL 6" MIN. I*- - -. - 6" MIN. SINGLE DOOR OR DBL DOOR W I SIDELIGHT SINGLE HUNG WINDOW SIZES I TAPCON PLACEMENT FOR 2X BUCK STRIPS I 1/4" MAX. SHIM SPACE W/ LOAD BRG SHIM\ WINDOW FRAME JAMB '- \ -------------------;.:r:-~ ----------:-------- ~ F~NQ~1i W(NQ~W~-1 _________________ nF ---------------- u 1X BUCK STRIP /INTERIOR FINISH 1 X FURRING RIGID INSULATION <: 3/16" TAPCON CONCRETE SCREW WITH A 11/4" MIN. EMBEDMENT CODE SIZE WINDOW SIZE M.O. WIDTH X HEIGHT 1x BUCK STRIPS SH 12 19 1/8 X 26 19 3/4 X 26 SH 13 19 1/8 X 383/8 193/4 X 383/8 SH14 191/8 X 505/8 193/4 X 50 5/8 SH 15 191/8X63 19 3/4 X 63 SH16 19 1/8 X 76 19 3/4 X 76 S H 33/2 26 1/2 X 26 271/8 X 26 SH 33/2 261/2 X 383/8 27 1/8 X 38 3/8 S H 34/2 261/2 X 505/8 271/8 X 50 5/8 SH 35/2 261/2 X 63 27 1/8 X 63 SH 36/2 261/2 X 76 271/8 X 76 SH 22 37 X 26 37 5/8 X 26 SH23 37 X 38 3/8 375/8 X 383/8 SH 24 37 X 50 5/8 375/8 X 505/8 SH #2WE (EGRESS) 37 X 57 3/4 37 5/8 X 57 3/4 SH 25 37 X 63 37 5/8 X 63 SH 26 37 X 76 37 5/8 X 76 SH 32 53 1/8 X 26 53 3/4 X 26 SH 33 531/8 X 38 3/8 53 3/4 X 38 3/8 SH 34 531/8 X 50 5/8 533/4 X 505/8 SH #3WE (EGRESS) 531/8 X 57 3/4 53 3/4 X 57 3/4 SH 35 53 1/S X 63 533/4 X 63 SH 36 53 1/8 X 76 53 3/4 X 76 SINGLE DOOR DESIGN PRESSURE RATING pas 67.0PSF NEG. 67.0 PSF #8 ANCHOR WOOD SCREW 11/S" MIN. EMBEDMENT 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 SINGLE WITH SIDELIGHTS POS. 60.0 PSF NEG 60.0PSF DOUBLE WI WO SIDELIGHTS POS 47.0 PSF NEG. 47.0 PSF MASONRY WINDOW INSTALLATION W/2X BUCK STRIPS LINTLE OVER OPENING I 6" I 16" I MIN. MIN. BUCK STRIPS t 14" t T~1I f~" ~..f ~J T 14" f MAX. MAX. - -.. USE A #8/2 1/2" PHILLIPS HEAD WOOD SCREW AT ALL ARROW LOCATIONS AND ONLY ON 2X BUCKS BUCK STRIPS ARE TO BE A CONTINUOUS PIECE ON THE TOP AND SIDES OF OPENINGS USEING 1X 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 SPACINt.3INDICATED BELOW BASED ON TOTAL ROUGH OPENING SIZE. EXTERIOR BLOCK WALL ADO 11/2" TO WINDOWS ROUGH OPENING SIZE WHEN USING 2X BUCK STRIPS AND FLANGED WINDOWS THE WINDOWS SPECIFIED ON THIS PLAN ARE BASED OF THE SIZES IN THIS CHART .IT IS THE BUILDERS RESPONSIBILITY TO VERIFY THAT THE SIZES OF THE WINDOWS OF CHOICE ARE THE SAME OR ALLOWANCES MADE WHEN FRAMING IN THE ROUGH OPENINGS. - (j) W - ~ EXTERIOR BLOCK en ;J. WALL (I) :::J Q. a ~ .- w - It) ~ - () ::J Cl] .- -.. -.. MAXIMUM MAXIMUM T-NAIL SPACING OPENING OPENING AT TOP AND HEIGHT WIDTH SIDES 5' . 4" 3' . 1" 12" OC 7' . 0" 6t _ 4" 9" OC 7' . 0" 12'.0" 6" OC 8' .1" 12' . 0" 6" OC (I) -.. ~ ~ () ::) Cl] --.. USE A MIN OF (3) T-NAILS PER EACH BUCK STRIP 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 1X4 - -~ 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 INSTALLATION INSTRUCTIONS FOR THE DOORS OF CHOICE. DOUBLE DOORS NOTE: THIS avS.rEM HAS BEliN iVALUATIiD FOR USB IN LOCATIONS AOHIiRING TO THli FL.ORIOA UUlbiJlNG 000& AND WHERe PRESSURE REQUIREMeNTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS LISTED HEREIN. MASONRY WINDOW INSTAllATION W/1X BUCK STRIPS THERMA.TRU IN-SWING I OUT.SWING DOOR MASONRY SYSTEM DRAWN BY R. S. HANLEY TRUSS AND DESIGN SAN ANTONIO FLA 352-588-2342 DATE: 5/21/03 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. ALL WORK SHALL COMPLY WITH PREVAILING CODES STANDARD BUILDING, PLUMBING, MECHANICAL,NEC. AND ALUMINUM. ALL OF THE PRODUCTS SPECIFIED ON ANY PAGE OF THIS PLAN MAY BE REPLACED WITH THOSE OF GREATER OR EQUAL VALUES. ALL CHANGES MUST BE VERIFIED WITH THE ENG. OF RECORD. / '-~ "~r 0] "'- } ,,1. ~ t;. '1/ ^ D.W. SMITH ENGINEERING. FLORIDA # 53608 MECHANICAL & ARCH!TECTURAL ENGINEERING 352-521-0865 OFFICE 352-521-0867 FAX. 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SECTION 1606 FOR THE 120 MPH ( 3 SECOND GUST) WIND ZONE. DAVID W SMITH PE# 53608 SCALE: 1/4" = 1 '_0"