BIN A-5 PERMIT 3662 - Laserfiche WebLink

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NOTE: THE MANUFACTURER OF THE WINDOWS AND DOOR ARE TO CERTIFY THEIR PRODUCTS ABILITY TO WITHSTAND TH~ SPECIFIED DESIGN WIND PRESSURE RESULTING FROM A 110 MPH WIND SPEED AND SUPPLY THE CONTRACTOR WITH INSTALLATION SPECIFICATION DRAWINGS FOR THE WINDO~ AND DOOR THESE DRAWINGS ARE REQUIRED TO BE ON THE JOB SlTt AT THE TIME OF INSTALLATION ' CONTRACTOR SHALL INSTALL DOORS AND WINDOWS ACCORDING TO MANUFACTURER'S INSTALLATION SPECIFICATIONS MASONRY CONSTRUCTION I WINDOW INSTALLATION HEAD WI N DOW HEIGHT J) i 1 ) #8 INSTALLATIO~J ANCHORS MUST BE OF :~UFFICIENT L TH. TO ACHIEVE HIN. EMBEDMENT OF 1 1/8" INTO 2X BUCK STRIPS THE FASTENING SCHEDULE OF #8 FASTENEf~S 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 P(:;F CAULK BEHIND WINDOW FIN AT HEAD AND JAMBS WITH DUO-SIL ADHESIVE CAULK OR APPROVED EQUAL. USE LATEX CAULK OR EQUAL FOR TH[ PERIMETER SEAL. CAULK BETWEEN BUCK STRIPS AND MASONRY OPENING 2) [ EQUALL Y . i SPACE I A~CHORS J A M B J A M B SILL 6'1 '-1M~ I 6"1 I ! -1 MIN. r-- THE #8 ANCHOR SCREWS ARE ONLY FOR INS T ALLA TIO. WITH A 2X BUCK STRIP WHEN USING A 1 X BUCK STRI) ONLY THE TAPCON ANCHor~s ARE REQUIRED. 4) I I THIS INFORMATION WAS OBTAINED THROUGHI KINCO , LTD. OF 5245 OLD KINGS ROAD JACKSONVILLE FLORIDA 32254 FROM ENGINEERING PROVIDED FOR THE INSt ALLA TION 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. I [ SINGLE HUNG WINDOW SIZES \ :z~ Sffi':".~ -~ L =ole r '1\ U7 / ~,^,~ ,~" ~l 1/4" MAX. SHIM SPACE W/ LOAD BRG SHI.... CODE SIZE ! f.1.0, , . V <', '00,,,,., WINDOW SIZE WIDTH X HEIGHT 1 x BUCK STRIPS WINDOW FRAME JAMB SH 12 SH 13 SH 14 SH 15 SH 15 19 1/8 X 26 19 1/8 X 38 3/8 '9 1/8 X 50 5/3 19 1/8 X 53 19 1/8 X 75 , 193/4X25 19 3/4 X 38 3/8 '9 3/4 X 50 5/8 19 3/4 X 63 19 3/4 X 75 FLANGED WINDOW < 3/1e' TO\PCON CONCRETE SCREW WITH A 1 1/4" MIN. EMBEDMENT '---- EXTERIOR BLOCK WALL SH 33/2 SH 33/2 SH 34/2 SH 35/2 SH 36/2 #8 ANCHOR WOOD SCREW 1 1/8" MIN. EMBEDMENT 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 25 1/2 X 26 25 1/2 X 38 3/8 26 1/2 X 50 5/8 25 1/2 X 63 261/2X76 271/8 X 26 21 1/8 X 38 3/8 21 1/8 X 50 5/8 27 1/8 X 63 21 1/8 X 76 WINDOW WID TH ;:> SH22 SH 23 SH 24 SH 12 WE SH 25 SH 26 31 X 26 37 5/8 X 26 37 5/8 X 38 3/8 37 5/8 X 50 5/8 37 5/8 X 57 3/4 31 5/8 X 63 37 5/8 X 76 37 X 38 3/8 37 X 50 5/8 (EGRESS) 37 X 57 3/4 37 X 63 37 X 76 MASONRY WINDOW INSTALLATION Wi 2X BUCK STRIPS SH 32 SH 33 SH 34 SH 13WE (EGRESS) SH 35 SH 36 53 1/8 X 25 53 1/8 X 38 3/8 53 1/B X 50 5/8 53 1/8 X 51 3/4 53 1/8 X 63 53 1/8 X 76 , /4" MAX. SHIM SPACE W/ lOAD BRG SHIM l,"e' S~:~ 53 3/4 X 26 53 3/4 X 38 3/6 53 3/4 X 50 5/8 53 3/4 X 51 3/4 53 3/4 X 63 53 3/4 X 76 ADD 1 1/2" TO WINDOWS ROUGH OPENING SIZE Wl-iEN USING 2X BUCK STRIPS AND FLANGED WINDOWS WINDOW FRAME JAMB I ~~"~I L II r 1 \l >URRililC 0'''''' '~IC111 . ,,^'" THE WINOOWS 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 Wl-iEN FRAMING IN THE ROUGH OPENINGS. FLANGro-l,//INDOW < V'II' TAPCON CONCRETE SCREW WITH A 1 1/4" MIN. EMBEDMENT n EXTERIOR BLOCK WAll ALL WORK SHALL COMPLY WITH PREVAILING CODES STANDARD BUILDING, PLUMBING, MECHANICAL, NEC. AND ALUMINUM. 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 WINDOW WIDTH ;:> 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/ 1 X BUCK STRIPS I hereby certify tho. t cOMplia.nce with sec-tion , ! f 6" MIN.I +-- -- +-- L1NTLE OVER OPENING BUCK STRIPS f 1 6 I MIN, - -;0. - +-- - (5) E UAL SPACES +-- BUCK STRIPS - +-- - - 6" MIN. SINGLE DOOR 8'- 0" EXTERIOR BLOCK WALL MASONRY CONSTRUCTION I DBL AND SINGLE DOOR INSTALLATION 4" MIN. TAPC IN 24" T APCON 15" T APCON 6" T APC )N 16" TAPC< N 24" BUCK STRIPS TAPC< N 4" """ I' L1NTLE OVER OPENING lINTLE OVER OPENING 13~ 1PCON 6" 6" MIN, MIN. I I 3" I J"13" J"13" MI~" 13.IT~~X~~~ IT~~2?8~ BUCK STRIPS 6.1 MIN.! +-- r f 6" I MIN. -~ t 1 r f t 1 I MI~,.I +-- +-- EXTERIOR BLOCK WALL 3'-0" 4' 6" Ml.ti. TAPCON MIN. +-- _ -00 24" -~ +-- - - T APCON ~ - +--- 24" BUCK STRIPS :--- -- - (5) EQUAL SPACES -- - BUCK STF I S ~1~.'1 l 14" f MAX. -> +-- BUCK STF IPS -c-- TAPCON (5) EQUAL SPACES - -- ---+ 4-- 24" --;0. -- --';0 c-- ~CON 6" 6" MIN. MIN, 6" MIN. 4" .MIN TAP CON LOCATIONS FOR 8 EXT DOORS IN-SWING OR OUT-SWING THRU 2X BUCK OR 1 X BUCK STRIPS SINGLE DOOR 6'- 8" 6" MIN. BUCK STRIPS EXTERIOR BLOCK WALL TAP CON LOCATIONS FOR 6'- 8" EXT DOORS IN-SWING OR OUT-SWING THRU 2X BUCK OR 1 X BUCK STRIPS SINGI F nOOR OR nRI nOOR W / SIDELIGHT I TAPCON PLACEMENT FOR 2X BUCK STRIPS I IMI~.1' 14" t MAX. - 00- - 0- L1N TLE OVER OPENING BUCK STRIPS ~r; ~r;-J ::) EQUAL SPA ES fBU K STRIPS - - DOUBLE DOORS THERMA- TRU IN-SWING / OUT-SWING DOOR MASONRY SYSTEM I ha. ve reviewed this 1606 of -the Florida. pla.n a.nd found it Building Code) 2001 ~ -)0 -> BUCK STRIPS ~ -> Jt- ~I ,,1\1 f-'I-<lt-.......... IR~ RATING SINGLE DOOR POS 67.0PSF NEG. 67.0 PSF 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 BUILDINGc AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS LISTED HEREIN. SINGLE WITH SIDELIGHTS DOUBLE W / WO SIDELIGHTS POS. 60.0 PSF NEG 60.0PSF ALL THE INFORMATION ON THIS PAGE IS INTENDED TO BE CORRECT BUT MISTAKES CAN BE MADE AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR fO VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION. WE WILL BE AVAILABLE TO HELP RESOLVE ANY PROBLEMS. I -to be in edition) \' ~;~"'" J V~ \\\V\\~1 Do. vid W, SMith) P,E, ENGINEER LICENCE #53608 POS 47.0 PSF NEG. 47.0 PSF USE A #8 / 2 1/2" PHILLIPS HEAD WOOD SCREW A T ALL ARROW LOCATIONS AND ONLY ON 2X BUCKS 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 A T SPACING INDICA TED BELOW BASED ON TOTAL ROUGH OPENING SIZE. MAXIMUM OPENING HEIGHT MAXIMUM OPENING WIDTH T -NAIL SPACING A T TOP AN 0 SIDES 5' - 4" 7' - 0" 12" OC 9" OC 61' OC 6" OC 3' - 1" 6' - 4" 7' - 0" 12' - 0" 8' - 1" 12' - 0" USE A MIN OF (3) T -NAILS PER EACH BUCK STF IP ,---' THIS INFORMATION WAS Fur~NISHED 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. DOOR AND WINDOW SCHEDULES FOR MASONRY CONSTRUCTION ROBERT I-L~\Rrr\VIG 39038 9TH AVE ZEPHYRHILLS, FL 33542 1f) '\ "\ c~ .M 1'1 r-I' I.-I PE' Jl~..,\.U..l [~, .. ~L~~: [SSIONAL ENGINEER LICENSE NUMBER 53608 PRO) Errs ENGINEERING CONSULTANT 990C) , 'T DRIVE-DADf: ]TY, FLORIDA 33525 PHiJhJt, FAX: 352-521-086;: I, 'HA I L: zephyr27@gte, net RICK GOLLHARDT - DRAFTSMAN SPECIFICATIONS SCALE DATE 1/4"=1'-0" 18 NOV 2004 DESIGN/DRAWN CHECKED R. GOLLHARDT D.W.SMITH,P.E. SHEET OF 6 OF 7 PART NO,