5520 20th St (2) - Laserfiche WebLink

Browse Search

1� WOO PO N w 2:TYPE ANCHO/' TAPCON- R ❑R 1/2" DRYWALL MASONRY LINTEL 1/2" DRYWALL 1X2 FURRING a . 1X2 FURRING 64 2X BUCK 2X BUCK- '; . .. ..e:. �d d i 4 •4 • d #8 X 2 1/2" PFH WS SIDELITE /_#8 X 2 1/2" PFH WS W � u 1 Q pa U w Q [L OL in S 2: U 0 I = U Z X Z X x �D C) �o ( ) ANCH❑RING HEAD/SILL — INSWING HEAD JAMB TO 2X SUB —BUCK HA I u,L, 3" 3" 3/16" TAPC❑N TYPE ANCHOR cU L LL LL LL d L a n v d- DOUBLE DOOR SINGLE D❑❑R W/SIDELITE AX. 18" ❑.C, SINGLE D❑❑R INTERI❑R 1/2' DRYWALL #8 X 2 1/2" PFH WS ` ,16' MIN. C-SINK 3„ „ 3" 3" 3/16 TAPC❑N TYPE. ANCHOR cv G LL i LL � LL L � a a v cu _Lt 3„ 3„ „ 3„ „ 3„ SINGLE DOOR W/SIDELITES .3' MAX. SHIM SPACE 1.15 MIN. EMB 1 VERTICAL SIDE JAMB 2 TO 2X SUB -BUCK SINGLE D❑❑R INTERI❑R ai ai w w 3/16" TAPC❑N ? 3/16" TAPC❑N TYPE ANCHOR TYPE ANCHOR 1/2' DRYWALL MASONRY LINTEL 1/2" DRYWALL MASONRY LINTEL 1X2 FURRING 4. ,' 1X2 FURRING 4. d: df h 1X BUCK ; _ 1X BUCK d :• � d i a • .t U W U W a Q U _ Ln 0 U _ V L0 z ai z XQ L e SIDELITE #8 1 X 2 1/2" PFH WS 3„ „ „ 3„ _ 3„ 3„ 3„ 3„ 3„ 3/16 TAPC❑N TYPE. ANCHOR } L LL i LL LL L cv Q a v d- cv 3" 3„ 3„ 3„ 3„ 3„ 6„ DOUBLE DOOR W/SIDELITES 0011 A N I (- I I I —I I -I T N I(_ I I r A T) / C` T I I T N I C` \/ T N I r- 48 X 12 1/2" PFH WS 1/2" DRYWALL #8 X 2 1/2" PFH WS ` .16' MIN, C-SIN 3' MAX. SHIM SPACE 1.15 MIN. EMB: 1 VERTICAL SIDE JAMB 2 TO 1X SUB -BUCK MODEL DESIGNATIONS: THERMA—TRU OUT —SWING DOOR WOOD FRAMES SYSTEM MAXIMUM OVERALL NOMINAL SIZE: SINGLE UP TO 5'4" X 8'0" W/W❑ SIDELITES DOUBLE UP TO 5'4" X 8'0" W/W❑ SIDELITES USABLE C❑NFIGURATI❑NS: X, ❑X, X❑, ❑X❑, XX, ❑XXO GENERAL DISCRIPTI❑N: THE HEAD AND SIDE JAMBS ARE FINGERJOINT PINE MEASURING A MIN 4-9/16" WITH A 1/2" RABBETED STOP, NOTE: 1, THIS SYSTEM HAS BEEN EVALUATED FOR USE IN L❑CATI❑NS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES D❑ NOT EXCEED THE DESIGN PRESSURE RATINGS LISTED HEREIN, 2. FOR INSTALLATI❑NS WHERE THE SUB —BUCK IS LESS THAN 1 1.2" (FBC SECTION 1707.4.4 ANCHORAGE METHODS AND SUB —SECTIONS 1707,4,4.1 & 1707.4,4.2) TAPSON TYPE CONCRETE ANCHORS MUST BE USED AND THE LENGTH MUST BE SUCH THAT A MIN, 1 1/4" ENGAGEMENT OF THE TAPSON INT❑ THE MASONARY WALL IS OBTAINED. DESIGN PRESSURE RATING: SINGLE + 67.0 PSF / — 67.0 PSF SINGLE W/SIDELITES + 60.0 PSF / — 60.0 PSF DOUBLE W/WO SIDELITES+ 47,0 PSF / — 47.0 PSF USE A #8 / 2 1/2" PHILLIPS HEAD WOOD SCRE4T ALL INDICATED L❑CATIONS AND ONLY ON 2X BUCKS BUCK STRIPS ARE TO BE A CONTINU❑US PIECEN THE TOP AND SIDES OF ❑PENINGS USEING 1X OR 2X #2 PT PINE LUMBER ( T—NAILS ARE NEM BE USED IN 2X BUCKS, ONLY TAPC❑N SCREWS) USE VIKING .097" X 1 3/8" HIGH CARBON T—NAILNT SPACING INDICATED BELOW BASED ON TOTAL ROUGH OPENING SIZE. MAXIMUM ❑PENING HEIGHT MAXIMUM ❑PENING WIDTH T—NAIL SPACING AT TOP AND SIDES 5' — 4" 3' — 1" 12" ❑C 7' — 0" 6' — 4" 9" ❑C 7, — 0„ 12, — 0„ 6" ❑C 8' — 1" 12, — 0" 6" ❑C USE A MIN OF (3) T—NAILS PER EACH BUCK STRIP