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1/2" PLYWOOD OR OSB SHEATHING SHINGLE ROOF 26 GA GALV. METAL OR .019 PAINTABLE ALUMINUM DRIP- 1x2 2X FASCIA PERF. ALUM. SOFIT AND FASCIA J" STUCCO FINISH a J z #5 REBAR VERTICAL CONT. GROUT 2 CELLS SOLID AT ALL BARS 6'0" O.C. N 2- #5'S R-38 INSULATION 1/2" GYP. CEILING BOARD HETA 20 45 REBAR CONTINUOUS HORZ 1 X 2 FURRING @ 16" O.C. 1" R6 ENERGY BOARD-INSUL 1/2" DRYWALL 1 X 2 FURRING @ 16" O.C. 1" R6 ENERGY BOARD-INSUL 1/2" DRYWALL " CONIC. SLAB-3000 P.S.I. REINFORCED W/ 6X6X10/10 WWF OVER 6MIL VAPOR BARRIER OVER MECHANICALY COMPACTED, TERMITE TREATED FIL-EXT'G a a a d o %%0< �a 1/2" PLYWOOD OR OSB SHEATHING SHINGLE ROOF 26 GA GALV. METAL OR .019 PAINTABLE ALUMINUM DRIP 1x�- 2X FASCIA PERF. ALUM. SOFIT :: AND FASCIA 2 COURSE KNOCK -OUT BLOCK #5 REBAR EA. COURSE PRECAST LINTEL PRECAST CONCRETE SILL #5 REBAR VERTICAL CONT. GROUT CELLS SOLID AT ALL BARS 60" O C. !%77777. NOTE: i/��/\��/��\\�/ CONTRACTOR TO FOLLOW I 16" MINIMUM R-VALUES SHOWN UNLESS ENERGY CALCULATIONS SHOW OTHERWISE SIMPSON ANCHORS SP1 FL 10456.41 SP2 FL 10456.42 HETA 20 FL 11473.3 H 10 FL 10456.6 ALL CONNECTORS SHOULD HAVE CORROSION PROTECTION IF FIRST TOP PLATE SPLICE INSULATION P.E. TRUSS OR DOES NOT REST ON STUD �— FLOOR FRAMING ADD 2X6 WITH 3-10d EACH SIDE OF SPLICE EVEL) SECOND TOP PLATE Et'. PLATE INTERIOR WALL NON -BEARING FIRST TOP PLATE 2- #5'S R-38 INSULATION 1/2" GYP. CEILING BOARD HETA 20 1 X 2 FURRING @ 16" O.C. 1" R6 ENERGY BOARD-INSUL 1/2" DRYWALL —1 x 6 P.T. ALL AROUND WINDOW OPENING- EXTEND �20" PAST EA. SIDE OF OPENING TOP ONLY 1 X 3 BUCK STRIP SILL 1 X 2 FURRING @ 16" O.C. 1" R6 ENERGY BOARD-INSUL 1/2" DRYWALL 4" CONC. SLAB-3000 P.S.I. REINFORCED W/ 6X6X10/10 WWF OVER 6MIL VAPOR BARRIER OVER MECHANICALY COMPACTED, TERMITE TREATED FIL-EXT'G d a 2-10d COMMON AT 16" O.C. 4-10d COMMON AT SPLICE 2-10d COMMON AT 16" O.C. 2X6 SECOND PLATE FIRST PLATE 2X6 STUDS AT 16" O.C. 2-10d COMMON AT EACH STUD 4-10d COMMON AT SPLICE — 2X6 FIRST PLATE STUDS AT 16" O.C. DOUBLE TOP PLATE SPLICE DETAIL N.T.S. 1/2" FIRE RESISTANT PLYWOOD EACH SIDE OF CENTER WALL SPANNING OUT 48" FROM CENTER OF WALL FOR LENGTH OF WALL 4' 4' 5/8" TYPE 'X' DRYWALL EACH FACE PRE-ENGINEERED TRUSS 2 ON CENTER WALL H ETA 20 45 REBAR CONTINUOUS HORZ 1 X 2 FURRING @ 16" O.C. 1" R6 ENERGY BOARD-INSUL 1/2" DRYWALL 1 X 2 FURRING @ 16" O.C. 1" R6 ENERGY BOARD-INSUL 1/2" DRYWALL 4" CONC. SLAB-3000 P.S.I. REINFORCED W/ 6X6X10/10 WWF OVER 6MIL VAPOR BARRIER OVER MECHANICALY COMPACTED, TERMITE TREATED FIL-EXT'G 2 X CRIPPLE STUD 2 X DBL TOP PLATE - EXT'G LS 2X EXT 2 X 4 2 X 4 2X PLAL/- 2 -2X6 HEADER k TYPICAL BEARING FRAME (DOOR) TA 12 @ 16" 0.0 'G JACK KING JACK P.T. BOTTOM �E-EXT'G NAILING PATTERNS ROOF SHEATHING TO RAFTER / TRUSS SPACING 0- 24" O.C.: 1. WOOD STRUCTURAL PANEL ROOF SHEATHING SHALL NOT CANTILEVER MORE THAN 9 INCHES BEYOND THE GABLE END WALL UNLESS SUPPORTED BY GABLE OVERHANG FRAMING. 2. WHERE RAFTER / TRUSS SPACING IS LESS THAN 24 INCHES ON CENTER, ROOF SHEATHING FASTENING IS PERMITTED TO BE IN ACCORDANCE WITH THE AWC WFCM OR THE AWC NDS. WIND SPEED Vult = 150 MPH EXPOSURE PANEL T' EDGE/FIELD FASTENER - RING SHANK B 15/32 6" / 6" 2-3/8" X 0.113 C 15/32 411/4" 2 -1/2" X 0. 113 OR 3" X 0. 120 D 15/32 4" / 4" 2 -1/2" X 0.113 OR 3" X 0.120 HIP ROOFS 4FT BOUNDARY TO RIDGE, HIP AND PERIMETER. 6" EDGE / 6" FIELD 4'-0" 4'-011 4'-0" 4'-0" GABLE END GABLE END + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + (uj + + + + + + Z + + + + 4 + 'y + + + + + + L+L + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + +4 + + + + + + + + + +., + + + �y + ,� + + + + + �' , ,O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PLYWOOD WALL SHEATHING TO STUDS: 1/2" PLYWOOD SHEATHING NAILED WITH 8d COMMON OR 8d HOT DIPPED GLAV. BOXNAILS @ 6" O.C. EDGE NAIL (EN) AND BOUNDARY NAIL (BN), 12" O.C. FIELD NAIL (FN) STUCCO SPECIFICATIONS 1) STUCCO APPLICATIONS SHALL MEET THE REQUIREMENTS OF ASTM:C926- STUCCO AND ASTM:C1063 FOR WIRE LATH. 2) STUCCO TO HAVE THE FOLLOWING THICKNESSES: ON CONCRETE BLOCK. 1/2" MIN. - (3/8" BROWN COAT, 1/8" FINISH COAT) ON FRAME: 7/8" MIN. - (3/8" BROWN COAT, 3/8" BROWN COAT, 1/8" FINISH COAT) 3) MOISTURE BARRIER ON FRAME CONSTRUCTION TO BE A TOTAL OF 2 LAYERS: 1ST LAYER - 15# FELT OR HOUSE WRAP (TYVEK OR EQUAL) OVER SHEATHING 2ND LAYER - 15# FELT OR MIN. 15# PAPER BACKED WIRE LATH STUCCO FINISH 4) WIRE LATH NAILING TO WALL SHEATHING: 1-1/2" GALV. ROOFING NAILS (OR) 1" WIRE STAPLE MAINTAIN MIN 3/4" PENETRATION 5) EXPANSION AND CONTROL JOINTS: USE VINYL MATERIALS FOR ALL ACCESSORIES MAX. AREA SHALL NOT EXCEED 144 SQ.FT. MAX. DIMENSION OF 18' IN ANY ONE DIRECTION LENGTH / WIDTH RATIO LESS THAN OR = 2 1/2:1 DATE: MARCH 15TH 2O20 SCALE: 1 /4" DRAWN: A. WASILEWSKI O CV O Lo CC) m rn U-) O� XN r _ 00 LLLLIJ V J Lo Lo U uj pcM ZIUD Jc'?W OfZLLNU) �00NL?w O co �00��V_ (D J 00 J W 0 C%)�MCj 3: O cy) U-) WOJx LLQ C� Z) �- QWWp(o ��<�00 �QQC?Lo QUQ� UNWtiw J DUPLEX RESIDENCE 6554 BRENTWOOD DR. ZEPHYRHILLS, FL DETAILS I HEREBY CERTIFY THAT I HAVE REVIEWED THE .ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE STRUCTURAL PROVISIONS OF THE FLORIDA BUILDING CODE 2020 SEVENTH EDITION THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFATURER'S LAYOUT TO DETERMINE ANY LOAD BRG. CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY C NGES AFTER TRUSS LOAD INFORMATIO S SUPP'I„�� E ENGINEER. SEALkb LY No 15586 �W ATE OF cv�Z .Oa,©•P S4