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PRE-ENGINEERED WOOD TRUSSES @ 24' ❑.C: MAX 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER SHEATHING TO BE 15/32' 4 PLY CDX OR PLYW W/8d RING SHANK NAILS 6' D.C. 4' D.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED PER FBC R806 INSTALL R❑❑FING PER MANUFACTURERS SPECIFICATIONS FLASHING PER FBC-R 905 DOUBLE 2X4 TOP PLATE ATTACHED TO STUD WALL WITH WITH 8d COMMON NAILS (2) TYPICAL PRE-ENGINEERED WOOD TRUSSES @ 24' ❑.C, MAX NAILS USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED PER FBC R806 INSTALL R❑❑FING PER MANUFACTURERS SPECIFICATIONS FLASHING PER FBC-R 905 SIMPSON LU24 RATED 265# UPLIFT ATTACHED TO 2X4 STUD WALL ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10655 SIMPSON H2.5A RATED 600# UPLIFT EACH SIDE ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10456 2x6 WOOD FASCIA WITH ALUMINUM SOFFIT AND FASCIA TRIM ATTACH TO TAILS WITH 10d COMMON (2) PER C❑NNECTI❑N NW/6' TM WASHER : M AT TOP PLATE. U 51e to COUPLE 2x2K1/e TY N rf. AT SOLE MIN R-30 INSULATION 1/2' CEILING TYPE GYPSUM BOARD ATTACHED WITH 5d COOLER NAILS OR #8 DRYWALL SCREW AT 7' ❑,C, MAX 1/2' GYPSUM WALLBOARD ATTACHED WITH 5d COOLER NAILS OR #8 DRYWALL SCREW AT 7' ❑.C. MAX 2X4 STUD WALL @ 16' O.C. 1/2' OR 7/16' ❑SB MIN. PLYWOOD SHEATING NAILED W/8d COMMON NAILS @ 4' D.C. B❑UNDARIES, 6' ❑,C, EDGES, AND 12' O.C. FIELD TYVEK VAPOR FILM UNDER SHEATHING R-13 INSULATION MIN ,4-2X4 ~ WITHP8dB❑COMMONPNAILS ASPACED 8'r D.0 XS mot' -I--2x8 PT BOARD ATTACHED TO BLOCK WITH 1/2 X 6 J BOLTS WITH BLK WASHERS 0� AND NUT SPACED 24' D.C. 4X4 PT POST ATTACHED TO DOUBLE 2X12 BEAM —/ WITH ACE4 RATED 1785# UPLIFT ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10820 1/2' CEILING TYPE GYPSUM BOARD ATTACHED WITH 5d COOLER NAILS a OR #8 DRYWALL SCREW AT 7' D.C. MAX 00 "t 1/2' GYPSUM WALLBOARD ATTACHED WITH 5d COOLER NAILS 4' 3000 PSI CONCRETE SLAB OR #8 DRYWALL SCREW AT 7' D.C. MAX W/ 6'-6'/#10--#10 WWM OVER 6 MIL POLY W/ EDGES LAPPED 6' AND TAPED OVER CLEAN COMPACTED S❑IL CLEAN COMPACTED S❑IL—� (COMPACTED TO 95% M❑DIFIED , PROCTOR ASTM D1557) TERMITE TREATED <<20'H X 16'W MONOLITHIC SLAB T. BOTTOM BEL❑W ❑GRADE HALL z X 12'W M❑N❑LITHIC SLAB ❑N) 3 5 CHAIRS TYP. (2) #5 REBAR CONT. U.N.D. ON 3' CHAIRS TYP. U.N.O. NNINfCAL WALL Sl__�CTI017111` GO-BOLT/TIE MAX DETAIL CARPu-,AT DETAIL LEFT ELEVATION I w 3"X4'X.032" COMPOSITE ROOF PANEL :D WITH 1/2" PLYWOOD FOR SHINGLES FASTEN WITH #14X4-1 /2" SCREWS c~n @ 12" O.C. AT ENDS AND RACKES O 3" RECEIVING CHANNEL FOR COMPO ITE PANELS ATTACH TO HOST STRUCTURE WITH #10X2 LAG SCREWS 12" O.C. MAX (2) ROWS STAGGERED 4X4 ALUM POST WITH 2X6 BEAM ATTACHED WITH (2 3/8" THRU BOLTS, WASHERS AND NUT CORROS ON RESISTANT TYPICAL 4"X2" ANGLE PLATE ATTACHED TO 4" POST ATTACWITH H2 BASEB'WITHR 1/4"X2-1/2'S HERS TAPCONSD NUT 8"X8" THICKEN EDGE FOOTER WITH (1) #5 REBAR CONT. CARPORT DETAIL FRONT ELEVATION 2X4 TOP RAIL ATTACHED TO STRUCTURE WALL WITH 8d COMMON NAILS AND 4X4 POST WITH WITH 8d COMMON NAILS 2X4 BOARD FOR ATTACHMENT OF WOOD BALUSTERS C4 POST FOR ATTACHMENT OF 2X4. BOARDS FOR GUARDRAIL D BALLISTERS ATTACHED TO 2X4 BOARD WITH 1-1/2" DECK SCREWS :D GUAED SHALL NOT HAVE AN OPENING FROM _KING SURFACE TO THE REQUIRED GUARD HEIGHT %LLOW PASSAGE OF A 4 INCHES IN DIAMETER FLORIDA BUILDING CODE 2014 5TH EDITION VARLD-10-tAIL DETAIL I hereby certify that I have reviewed this plan and f ound it to be in compliance with ASCE 7-10 and the Florida Building Code 5th Edition 2014 David W, Smith, P.E. #53608