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00-0046-030 PRE-FABRICATED ENGINEERED - WOOD TRUSSES AT 24" O.C. m HUGHES DTC CEMENT TILE ROOF ON A LAYER OF 90 LB. - ISSUAN" RI R TRUSS ANCHOR 0 ASPHALT FELT NOT MOPPED OVER 30 LB.FELT 12 - r - - ^-^ - -^ ^- -^ j e UNDERLAYMENT TIN-TAGGED AT 12"ON CENTER 5 e STAGGERED TO 19/32"CDX PLYWOOD SHEATHING ED BIDDING SET ONLY a � ❑CONSTRUC110N SET ONLY ® CONCRETE TIE BEAM APPROVED METAL ANCHOR a EA TRUSS ❑BUILDING'PERMIT.SET ONLY m SEE ANCHOR SCHEDULE ON ROOF FRAMING PLAN , REVII CD ®� ° _ PERIMETER COURSE OF SPANISH"S"TILE SHALL BE REV2 :• �,d H g ° o ° REV3 INSTALLED W/CLIPS MECHANICALLY FASTENED TO ; ° , a a SH PRE-FABRICATED ENGINEERED 0 _ WOOD TRU5SE6 AT 24"ON CENTER " •' ° o 105 REINFORCEMENT ` BAR IN CONC.FILLED •• �`` N • O F ,61 0 �0 0 a CELL TOP OF TIE BEAM • • 8 1 o a AFFIX SEAL HERE b ° d MIN.R-19 BATT INSULATION,REFER TO ACTUAL R-VALUE RATING. 8" X 8" X 16 GARAGE DOOR SPRING MOUNT L " CONCRETE 26 GAUGE 2"x2"GALV.DRIP NAILED WITH 12 GAUGE, •.:�e°' � � MASONRY UNITS 1-1/4"RING-SHAD NAILS 4"O.C.TO PT.1 x 2 © .;. I--1 NAILER ON 2 x 8 WD.FASCIA(NAILED 4"O.C. 8 a GABLE ENDS)LAPPED MIN.4" a PERIMETER AND ®,'•- ® NOTE : SOFFIT VENT CALCULATIONS ARE AS FOLLOWS . WRAPPED AROUND A MIN.OF 5"AT CORNERS. REINFORCED CONCRETE TIE BEAM.REFER TO PER SECTION 29133(bXU4 3401.4(e)SFBG. TIE BEAM SCHEDULE FOR SITE 4 REINFORCEMENT 10 (MIN.1450 OF CEILING AREA) s � CL 2310SQ FT. = 15.4 SQ FT.APPROX.16 SQFT. (� 150 BRACING FOR THE ROOF SYSTEM IS DESIGNED SIRE OF VENT= 024 = 1 SQ FT/VENT FOR BOTH POSITIVE AND NEGATIVE PRESSURE 144 1/6"STUCCO SOFFIT W/SCREENED VENT AND MEETS THE REQUIREMENTS OF CHAPTER 23 16 6Q.FT./1 = 16 VENTS OF 6"X 24" W w HOUSE OPENINGS SHALL BE COVERED W/A CORRO610N SOUTH FLORIDA BUILDING CODE 2Wb.11 1 © of to ShcaleRESISTANT MESH WITH OPENINGS NOT r0 EXCEED I/8" o OR PROVIDE CONTINUOUS VENT 1.4 _ CEMENT TILE ROOF ON A LAYER OF W LB. w ASPHALT FELT HOT MOPPED OVER 30 LB.FELT o UNDERLAYMENTTIH-TAGGED At 12"ON CENTER STAGGERED TO 19/32"CDX PLYWOOD SHEATHING 12 r..I ►—� W GARAGE DOOR TRAC1�SEE PRODUCT �.L' �Ll 8 x8 x16 CONCRETE MASONRY UNITS APPROVALS FOR ADDITIONAL INFORMATION APPROVED METAL ANCHOR a EA.TRUSS 5 g „ ��j WITH DUR-OWALL REINFORCEMENT (LADDER TYPE) SEE ROOF PLAN FOR NOTICE OF APPROVAL 4 EVERY OTHER COURSE EXTEND DUR-O WALL UP NAILING REQUIREMENTS Q 4" INTO ALL COLUMNS 5/8 TEXTURED STUCCO FINISH AN PAINT C O PERIMETER COURSE OF CEMENT "S"TILE SHALL BE PRE-FAB CONCRETE LINTEL INSTALLED V CLIPS MECHANICALLY FASTENED TO PRE-FABRICATED ENGINEERED p�� O1 w o SHEATHING WOOD TRUSSES AT 24"ON CENTER F4 � 0 TOP OF CONCRETE TIEBEAM VARIES e a • 115 IN CONCRETE FILLED CELL R-19 BATT INSULATION l PROVIDE CLEANOUT AT MIDDLE AND BOTTOM 1.4 TO ENSURE FILL p o 26 GANG 2"x2"GALY,DRIP NAILED WITH ITH WINDOW OPENING 12 GAUGE x i Il4 RING 11 1,-O" p A NAILER ON 2'x8"WD FASCIA ON o l ^ O O LAPPED MIN.4"a PERIMETER 4 WRAPPED AROUND U � Ua 4 A MIN r 5"AT CORNERS. g 8"x8" PRECAST CONCRETE mk FINISH FLOOR FILLED LINTEL SEE SCHEDULE FOR +0'-0" 4"REINFORCED CONCRETE SLAB w16xb,10110 W11,111,ON I NR FIRE RATED CEILING V 5/8"TYPE "X"DRYWALL ON TW65ES � - CLEAN WELL COMPACTED FILL FREE OF ORGANIC MATTER 1/8"STUCCO SOFFIT W/SCREENED VENT S.FB.C.(AT GARAGE ONLY)1/211 DRYWALL ON REINFORCEMENT I"x 11" RECESS SLAB FOR GARAGE DOOR o HOUSE OPENINGS SHALL BE COVERED W/A CORROSION I"x 3"METAL CHANNELS ELSEWHERE RESISTANT MESH WITH OPENIWS NOT TO EXCEED 1/8" - 1�5 IN CONCRETE FILLED CELL . . � ' °< SEE ROOF PLAN FOR CALCULATIONS FOR SOFFITS VENTS a .. co NTINOUS FROM FOUNDATION ° a. 4 . ° ° ° 1 X 2 FIRE-STOP(P.T.) • . . � t0 CONCRETE TIE BEAM ALL . ,° a..• � � � U ' SPLICE 30" MIN. a a . .. 4a . .. ® °' Vx12"CONT.CONCRETE TIE BEAM W/4r5 CONT.REINFORCED Z Q 215 t�E gIARECTION AROUNDCOI�IERS M�.?30" - FOR FOOTING SITE 4 R1=IFORCf�`1ENT REFER 5/8'TEXTURED STUCCO FINI TO FOUNDATION PLAN AND PAT ti A A _Lu w 112"DRYWALL ON I"x 2"PRE68URE TREATED FURRING STRIPS 24"ON CENTER coo KNOCK-OUT 3"x5" PRE-FAB KNOCK-OUT AT c� LINTEL TO ALLOW FILLED CELL TO CONTINUE MINIMUM SPLICE AT FILLED CELL c.? M TO TIE BEAM (TYP. EA. SIDE) REINFO EMENT 48 BAR DIAMETERS `—' R-42 FOIL BACK INSULATION I Z O � p� j nn 8"x 8"x I6"CONCRETE MASONRY UNIT 9 ® °ATE LU ITEL ETAIL TYPICAL ALL SECT @ A AGE RECESS SLAB FOR BLOCK WALL SEE 1"5 VERTICAL REINFORCEMENT GROUT FILLED CELL PROVIDE ® CLEANOUT FOR VERIFICATION OF THE PLACEMENT OF THE GROUT Li © of to SCaIe ® / 99®�9® 99 FOUNDATI PI.,�J FILLED CELL INTO FOOTINGS AND TIE BEAMS $ N 3 4"WOOD BASE ,rte �_ Q - • '. ° •: CEMENT TILE ROOF 4" I � � Es REINFORCED CONCRETE SLAB W/6x610/10 W.WM.ON �' 1 � ADD "3 STIRRUPS AT 12" o.c. AT DROPS 12 CLEAN WELL COMPACTED FILL FREE OF ORGANIC MATTER r T Q EXCEEDING 16" OR WIDER THAN 6011 P�9 UNLESS OTHERWISE NOTED • FOR FLOOR FINISH SEE FINISH SCHEDULE SHEET A-2 F • COUNTER FLASHING .. FINISH FLOOR STUCCO ON FLASHING AND a M - - A - - - con . A W `+o FINISH GRADE / /'y� �`�y��`��/'v�\/ `�`���� 5 N \// /\i //\i/\ice\i, \\� con ALUMINUM PAINT ON ALUMINUM FELT ON I /��`�'/ /`r/` y/\ / LAYER OF 90+FELT ON 19/32 CDX PLYWOOD ;/ �/��\/ //\\// j j �\ //�\/� ' •.., DECK ATTACHED TO 2 X 4 l 02 S.Y.P, 1-3% MC) �\/\%\%�\ \%\%� �\�,�\%\%\\ \j\\//\j\%�\�\j//\�\\j\ \j\j\j/�\\//\� r� , Q cV M S" W 110d NAILS 6" O.C. � .� ,� �� , /.�/, /.. ... V EXTEND DROP OF TIEBM. a 811 BEYOND SIZE OF OPENING AT EACH END R - 19 INSULATION VAPOR BARRIER DROP TIE FOR FOOTING SITE 4 REINFORCEM REFER D D D D D D D D D a O O TO FOUNDATION PLAN - 0 WINDOW OR m MINH DOOR ADD 2 # 5 REINFORCEMENT BARS C DDDDDDDDD � FOR EVERY 8" OF DROP 30 MESH - OPENING FOR WINDOW, DOOR W OR SLIDING DOOR SEE FLOOR HUGHES JHA 213 METAL HANGER At EACH TRUSS NOTE:GARAGE CEILING AND ALL ONE HOUR RATED REQUIRED CEILINGS SHALL HAVE THE FOLLOWING: PLAN 4 ELEVATIONS ATTACHED TO LEDGER 111116 16d NAILS AND 1x3 FURRING STRIP 1611O.C,1 LAYER 5/8"TYPE"X GYPSUM LATH,51)CEMENT COATED OR RING TO WOOD TRUSS W/ 3 10d NAILS SHMgD NAILS 6"O.C.PAPER TAPE EMBEDDED IN CEMENTITIOU5 COMPOUND OVER JOINTS,EXPOSED p CONT. WOOD BLOCKING 2 - 2"x 8" PRESSURE TREATED WOOD LEDGER NAIL HEADS COVERED WITH COMPOUND AND PRODUCT APPROVED INSULATION OF FIBERGLASS OR (YELLOW PINE No2 OR BETTER W 1/2" DIAMETER MINERAL WOOL BATS.OR BLOILN-IN-FIBERSLA55,MINERAL WOOL OR CELLULOSIC INSULATION 5 1/2" !LONG REDHEAD WEDGE ANCHOR HAVING A MINIMUM INSULATING VALUE OF R- II D-3 4 Z�Z - C9 CREW° A ET III AT ®PEI S 5 CRICKET 6 Y ICAL WALL 0"EC1'I®I I ® of to Scale of ® I of to ca' ® /�99®19® 99 J 0 MODEL 4321 DETAILS—D2,dwg 4-1-99 11:26:06 are EST I jI I