36053 Shady Bluff Lp Lot 4 - Laserfiche WebLink

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SVR Lot 4 Block 2 I. GENERAL: 1.1 SPECIFICATIONS = FRC 2004 1.2 DESIGN LOADS: TCLL = 20 PSF TCDL = 10 PSF BCLL = 10 PSF BCDL = 10 PSF 1.3 ANCHORAGES SHALL BE HOT -DIPPED GALVANIZED, AFTER FABRICATION PER ASTM A 90. 1.4 WINDOWS, EXTERIOR DOORS, GARAGE DOORS AND OTHER VENDOR -PROVIDED EXTERIOR CLADDING SHALL COMPLY WITH THE FRC 2004 INCLUDING THE DESIGN CRITERIA SET FORTH IN THE FOLLOWING WIND LOAD NOTES. 1.5 EXTERIOR WINDOWS & GLASS DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/IS2 STANDARD & BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. 1.6 EXTERIOR WINDOWS & DOORS SHALL BE ANCHORED PER PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. 1.7 GARAGE DOOR SHALL BE FASTENED w/ MANUFACTURER'S TRACK BRACKETS USING 1/4"xl-1/2" HEX -HEAD LAG BOLTS FULLY SEATED IN PT 26, #2 SYP (MIN) DOOR BUCKS. FASTEN BUCK STRIPS TO MASONRY WALL w/ 1/2"0 ANCHOR BOLTS w/ 2"0 WASHERS @ 18" O.0 (5 MIN. PER SIDE). ANCHOR BOLTS SHALL BE CAST IN PLACE 1.8 MULLONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGNED LOADS TO THE ROUGH OPENING SUBSTRATE. II. WOOD FRAMING: 4.1 TRUSSES SHALL BE DESIGNED PER FRC 2004 AND TPI SPECIFICATIONS AND CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. BRACING SPECIFIED BY THE TRUSS MANUFACTURER (INTERNAL TO THE TRUSS SYSTEM) WITHOUT FASTENING INSTRUCTIONS SHALL BE FASTENED WITH 2-16d NAILS PER BEARING POINT AT CROSS BRACING, AND 10d NAILS - 8" O.C. ALONG STIFFENERS (I.E.: 'L' AND 'T' BRACING) AND 3-16d NAILS TOE -NAILED AT END BEARING CONNECTIONS. 4.2 TRUSSES SHALL BE BRACED IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE'S (TPI) BSCI 1-03. 4.3 ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE (SYP) MINIMUM U.O.N. 4.4 ALL LOAD BEARING FRAME WALLS SHALL BE STUD GRADE SP (MIN), STUD SPACING AT 16" O.C. WITH DOUBLE TOP PLATE. TOP PLATE JOINTS SHALL BE LAP -SPLICED A MINIMUM OF 48" AND FASTENED WITH 15-16d NAILS. 4.5 ALL NON -LOAD BEARING FRAME WALLS SHALL BE STUD GRADE SPF (MIN), STUD SPACING AT 16" O.C. III. MASONRY: 3.1 MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 530 (CURRENT). 3.2 MORTAR FOR ALL MASONRY WALLS SHALL CONFORM TO ASTM C 270, TYPE M OR S. 3.3 ALL CONCRETE BLOCKS SHALL BE STANDARD WEIGHT BLOCKS CONFORMING TO ASTM C-90 (fm=1,350 PSI (MIN.)). 3.4 GROUT SHALL CONFORM TO ASTM C 476. 3.5 USE FINE GROUT FOR COLLAR JOINTS 1" WIDE OR LESS AND WHEN GROUTING CELLS OF HOLLOW MASONRY UNITS, WITH OR WITHOUT VERTICAL REINFORCING. USE 3000 psi FINE GROUT (3/8" AGGREGATE MAX.) WHEN GROUTING BOND BEAMS & PRECAST UNITS. 3.6 CONVENTIONAL REINFORCING BARS (VERTICAL & HORIZONTAL) SHALL CONFORM TO ASTM A 615 GRADE 40 (MIN.), DEFORMED. 3.7 PROVIDE CLEAN -OUT OPENINGS FOR EACH GROUTED CELL. 3.8 ALL UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON FACE SHELLS. IV. FOUNDATIONS: V. WIND LOAD NOTES: 5.1 DESIGNED PER FRC 2004 (2004 W/ 05 & 06 SUP) & ASCE 7-02 5.2 BASIC WIND SPEED = 120 MPH (3 SEC. GUST) 5.3 WIND IMPORTANCE FACTOR = 1.0 5.4 BUILDING CATEGORY = II 5.5 WIND EXPOSURE CATEGORY = C 5.6 INTERNAL PRESSURE COEFFICIENTS (GCpi) = 0.18 5.7 EXPOSURE CATEGORY = ENCLOSED 5.8 ROOF DEAD LOAD: (USED TO CALCULATE UPLIFT RESISTANCE) = 11.8 PSF 5.9 ROOFING SYSTEM = FIBERGLASS COMPOSITE SHINGLES 5.10 COMPONENTS & CLADDING (GCp) (ROOF): ROOF ZONE 1, NEGATIVE _ -1.00 ROOF ZONE 2, POSITIVE = 0.30 5.11 ROOF MATERIAL WIND RESISTANCE RATING = FASTEN SHINGLES IN ACCORDANCE WITH FRC 2004 AND WITH ASTM D 3161 5.12 COMPONENTS & CLADDING (GCp) (WALLS): SEE ELEVATION SHEETS 5.13 MAX. NET UPLIFT PER TRUSS BEARING CONNECTION = SEE TRUSS LAYOUT. 5.14 MAX. NET UPLIFT PER GIRDER BEARING CONNECTION = SEE TRUSS LAYOUT. 5.15 FACTOR OF SAFETY AGAINST OVERTURNING = 1.5 2.1 CONTRACTOR SHALL ENSURE THAT CONCRETE CONFORMS TO ACI 301 5.16 EXTERIOR SHEATHING: FASTEN 15/32" WINDSTORM SHEATHING TO FRAMING WITH 8d NAILS (CURRENT), SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI OR 0.131" P-NAILS AT 6" O.C. ALONG THE TOP AND BOTTOM PLATES, 6" O.C. ALONG PANEL 302 (CURRENT), GUIDE FOR CONCRETE FLOOR & SLAB CONSTRUCTION, AND EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS. ALL EXTERIOR SHALL EXTEND FROM THE ACI 318 (CURRENT), BUILDING CODE REQUIREMENTS FOR REINFORCED BOTTOM PLATE TO THE TOP MEMBER OF THE TOP PLATE. CONCRETE. 2.2 CONCRETE SUPPLIER SHALL PROVIDE A MIX RESULTING IN A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, f'c=2,500 PSI AS MEASURED BY TESTING CYLINDRICAL SPECIMENS PER ASTM C-39. 2.3 SUB -GRADE SHALL BE FREE OF ALL VEGETATION AND ORGANIC MATERIALS. 5.17 WOOD -FRAME SHEARWALLS: FASTEN 15/32" WINDSTORM SHEATHING TO FRAMING WITH 8d NAILS OR 0.131" P-NAILS AT 3" O.C. ALONG THE TOP AND BOTTOM PLATES, 3" O.C. ALONG PANEL EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS. PROVIDE 2x4 BLOCKING EDGEWISE ALONG HORIZONTAL PANEL JOINTS. SHEARWALL ENDS SHALL BE DOUBLE STUDS FASTENED TO BOTTOM PLATE WITH ONE (1) SIMPSON LTT20 TENSION TIE WITH A 1/2" EPDXY SET ANCHOR BOLT WITH A MANUFACTURER'S PULL-OUT CAPACITY OF 1,750 POUNDS (MIN). FASTEN TENSION TIE TO DOUBLE STUDS WITH 10-16d NAILS. 2.4 MINIMUM FOOTING COVER SHALL BE 12" BELOW FINISHED GRADE. 5.18 ROOF SHEATHING: FASTEN 7/16" APA RATED SHEATHING PERPENDICULAR TO FRAMING 2.5 A LAYER OF 6 MIL. POLYETHYLENE SHEATHING SHALL BE PROVIDED AS A WITH 8d NAILS OR 0.131" P-NAILS AT 4" O.C. ALONG FASCIA, 4" O.C. ALONG PANEL EDGES VAPOR BARRIER UNDER THE SLAB. AND 6" O.C. ALONG INTERMEDIATE SUPPORTS. 2.6 SUB -GRADE SHALL BE MOIST DURING CONCRETE PLACEMENT. 5.19 ROOF DIAPHRAGM: FASTEN 7/16" APA RATED SHEATHING PERPENDICULAR TO FRAMING WITH 8d NAILS OR 0.131" P-NAILS AT 4" O.C. ALONG DIAPHRAGM BOUNDARY (FASCIA), 4" O.C. 2.8 CONTRACTOR SHALL ENSURE THAT CONCRETE COVER TO REBAR IN THE ALONG PANEL EDGES, 6" O.C. ALONG INTERMEDIATE SUPPORTS. PROVIDE 2 x 4 BLOCKING SLAB IS IN ACCORDANCE WITH ACI 318 (CURRENT). EDGEWISE ALONG HORIZONTAL PANEL JOINTS. a. CONCRETE CAST AGAINST EARTH = 3" COVER 2.9 SAW CUTTING SHALL BE IN ACCORDANCE WITH ACI 302 (CURRENT). SAW CUTTING SHALL TAKE PLACE AS SOON AS THE CONCRETE SURFACE IS FIRM ENOUGH NOT TO BE TORN OR DAMAGED BY THE CUTTING BLADE. 2.10 ASSUMED SOIL BEARING CAPACITY IS 2000 LBS PER SQ. FT REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENT), AND ASCE 7-02 ALL OTHER DESIGN ELEMENTS SH BE THE RESPONSYMFIIWO6➢ EVA�iE 2004 5 3 r d AV_ E 342 CERTiFICA E a' 1 17AT ION # 9; L. JASON BERGER, P.E. J y fWAT�B PE# 64003 L 07 0 o W W O J Q cr_ 7 f O 2 I- 03 0 U � � Z 3 (j •� O 6=mmmmma 5 a mom SHEET NO. S-1 # 64003