BIN B-4 PERMIT 4301 - Laserfiche WebLink

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I INSTALLATION OF WINDOW BUCK STRIPS - 1x3 (MINL GLUE STRIP W/ADHESIVE SEALANT & SCREW W/3/16" x 2 1/2" PHllLl FLAT HD. "TAPCON" SCREW MIN. 4" FROM END & 16" O.C. EXT. FINISH DRIP EDGE INSTALLATION OF S.G.D. BUCK STRIPS - 1x4 (MINL GLUE STRIP W/ADHESIVE SEALANT & SCREW W/3/16" x 2 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END & 16" O.C. TRACK - FilL ALL HOLES Wj1" x #8 ST. STL. SCREWS W/PLASTIC ANCHORS I ~ SEALANT MASONRY OPENING S.G.D. INSTALLATION SCALE: N.T.S BLOCK LINTEL 1/2" DRWALl BUCKSTRIP - 1X3 MIN (WINDOW) 1/8" SHIM S~~MIN (SGD) WINDOW/SGD ~~~~~l JAMB 11/2" RECESS IN SLAB SLIDING GLASS DOOR .. TIE BEAM .. ... PRECAST LINTEL . rJ) UJ cr: FASTEN PT 2X 8 BUCK TO ~ MASONRY WI 3116" X 3" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. FASTENING WINDOW TO BUCK RESPONSIBILTY OF WINDOW MANUFACTURER. / / 2 X 8 BUCK DETAil SCALE: N.T.S. 3-15--04 TH L 3 TYP. 8" BLOCK WALL 1 6" BITUMINOUS TAPE INSTALLATION SEQUENCE ----~ 1 X P.T. WI 3/16" X 2 1/4" TAPCONS @ 18" OIC MAX. & 6" FROM CORNERS EXT. FINISH -'"1 JAMB - FILL I ALL HOLES WI I 1-1f2"X#8 (MIN')I SCREW I SEALANT BACK OF ALL JAMBS TRACK - FILl: ALL HOLES WI 1"X#8 (MIN.) SCREWS WI PLASTIC ANCH. WINDOW HEADER 2 - 2"X12" S.Y.P. UNLESS OTHERWISE SPECIFIED , 1/2" D.w. : ------TRIM (SEE PLAN) S.G.D. JAMB '-- 3/4" RECESSED SLAB SEALANT MAS. WALL EXT.DOOR JAMB SCALE: N.T.S. h a: ) 10 PERCENT OF LEAST HORIZONTAL DIMENSION OR O.4h, WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 3 FT ( 1 m). COMPONENT & CLADDING DESIGN PRESSURE (120 MPH, 3 SEC GUST, 2.1/12 PITCH, EXPOSURE B, HEIGHT = 0 TO 30 FEET, IMPORTANCE FACTOR = 1 ) (PSF) TRIBUTARY AREA ROOF WALL (FT2) (GCpi = +/- .18) (GCpi = +/- .18) ZONE 1 ZONE 2 & 3 ZONE 4 ZONE 5 10 14.9 -23.7 14.9 -50.1 25.9 -28.1 25.9 -34.7 20 13.6 -23.0 13.6 -45.4 24.7 -26.9 24.7 -32.4 50 11.9 -22.2 11.9 -39.3 23.2 -25.4 23.2 -29.3 100 10.5 -21.5 10.5 -34.7 22.0 -24.2 22.0 -26.9 125 10.5 -21.5 10.5 -34.7 21.7 -23.6 21.7 -26.2 NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MUL TIPL YING BY ADJUSTMENT COEFFICIENTS IN TABLE 1606.20 OF THE FLORIDA BUILDING CODE 2001. 3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES. FILLED CELL WI #5 VERTICAL 1/2" X 8" A.B. W/2" WASHERS SET IN TYP. FILLED CELL MIN. 5 PER JAMB. (5) 1/2" DIA. x 8" "J" BOLTS CONT, WOOD TRIM P.T. # SYP 2" X 6" OVERHEAD SECTIONAL DOOR TRACK WI 3/8" x 11/2" STEEL LAG BOLT WI WASHER. MIN. 6 PER TRACK TO JAMB. 2"x6" P.T. WOOD JAMB DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL ~ 0 ...-4 L SECTIONAL , .--i OVERHEAD 0 DOOR 7 .-;t ~ . "t ~ . GARAGE SLAB "t ~ @ ~ CtJ SECT. OVERHEAD GAR. DOOR INSTALL SCALE: N.T.S. NOTE: THIS DETAIL HAS A CAPACITY THAT IS EQUAL TO OR 3-15-04 TH GREATER THAN THAT RECOMMENDED BY MANUFACTURER. -EQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBC 2405.1 & 2405.2.1) 2405.1 General. Individual glazed areas including glass mirrors in hazardous locations such as those indicated in 2405.2 shall pass the test requirements of CPSC 16-CFR, Part 1201 or by comparative test shall be proven to produce at least equivalent performances. Exceptions: 1. Polished wire glass installed in fire doors, fire windows and view panels in fire resistant walls and hazardous locations in 2405.2.1 (3) and 2405.2.1 (4) shall comply with ANSI Z97.1. 2. Approved plastic materials used as glazing in hazardous locations shall comply with ANSI Z97.1. 2405.2 Hazardous Locations 2405.2.1 The following shall be considered specific hazardous locations for the purpose of glazing: 1. Glazing in swinging doors and fixed and sliding panels of sliding (patio) door assemblies. 2 Glazing in doors and walls of enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs, showers, and other such facilities where such glazing is located 36 inches (914 mm) or less, measured horizontally, from a standing or walking surface within the enclosure and where the bottom edge of the exposed glazing is less than 60 inches (1524 mm), measured vertically, above such standing or walking surface. 3. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24-inch (610 mm) radius of the door in a closed position and whose bottom edge is less than 60 inches (1524 mm) above the floor or walking surface. EXCEPTION: Glazing in walls perpendicular to the plane of the door in a closed position in Group R3 or within dwelling units in Group R2 shall be subject to 2405.2.1 (4). 4. Glazing in an individual fixed or operable panel, other than those locations descried in items 2 and 3 above, that meets all of the following conditions: 1. Exposed area of an individual pane greater than 9 sq. ft (0.84 m sq.). 2. Bottom edge less than 18 inches (457 mm) above the floor. 3. Top edge greater than 36 inches (914 mm) above the floor. 4. One or more walking surfaces within 36 inches (914 mm) horizontally of the plane of the glazing. 5. All glazing in railings regardless of area or height above a walking surface including structural baluster panels and non structural in-fill panels. 6. Glazing in walls and fences enclosing indoor and outdoor swimming pools and spas where the bottom edge of the glazing is 1) less than 60 inches (1525 mm) above the walking surface on the pool side of the glazing, and 2) the glazing is within 60 inches (1525 mm) horizontally of the water's edge of a swimming pool or spa. This shall apply to single glazing and all panes in multiple glazing. TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. SIGI\ED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 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LD 0 0:: 0 0 U I t'- 8-8 UJ f'- cd ~ ~ ~ S 0 ::c (j) ~ J- 0 ::) 0 LO 0 LD OZ 0 N oM .....JS LAST PLOT @ DATE: April 07,2005 NOTE: IT IS THE CONTRACTORS RESPONSIBiliTY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGINEERING. Ll.C IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAW,NGS, CONTRACTORS' BUILDING METHODS. AND THESE SIGNED A"JD SEALED DRAWINGS MJST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING. LLC PR'OR TO THE COMMENCEMENT OF CONSTRUCTION. ------ '" ' , , , ' I ' I ' I ' I ' 1 ' I \ Q1~0 \ I \ I \ APR 0 8 2005 / , I , I , , , , PLACE SEAL HERE DE#250991 -------"