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HomeMy WebLinkAboutEngineering �+ /+ FIBERGLASS SHINGLES TYP. v CROSS SECTION FIBERGLASS SHINGLES U.L.CLASS A FIRE RATING. U.L.907 WIND RESISTANCE INSTALLED PER AFTER REVIEW OF THE HOST STRUCTURE,A JACOBSEN HOMES MANUFACTURED HOME(24'-0'X48'JFISR#),THE EXISTING STRUCTURE MANUFACTURER'S INSTRUCTIONS. WILL RECEIVE ALL LOADS IMPOSED BY THE ADDITION BEING ATTACHED TO THE STRUCTURE THEAODMONALSTRUCTUREWELBEA24'.9' ldididl((( (REFERENCE SB FOR SHINGLE DETAILS) 2 LAYERS OF 15/FELT OR EGUIVALEN X18'-0'GARAGE �IIil 7 16"MIN.ROOF SHEATHIN �llip 1�®%g� WOOD SHEAT ING SHALL BE FASTENED TO ENGINEERED TflUS5F,5-SEALED'BY A PROFESSIONAL ENGINEER File Copy i! ByByBy ROOF FRAMING WITH BD RING-SHANK NAILS ){ 6 INCHES ON CENTER AT EDGES AND 24'O.C.MAX SPACING 6 INCHES ON CENTER AT INTERMEDIATE FRAMING, S/12 ROOF PITCH(PROVIDED BY OTHERS) Egaj E B DRIP EDGE GARAGE OPENING HEADER CONSTRUCTION A[e 2%FASCIA BOARD--'-,,, �P (MATCH HOME) K4 3 2X 0 SANDWICH�HEADIfR-(SEE NAILING PATTER TRUSS;0 TOP PLATE CONNCCTION /•1�2'PLYWOOD LYRS SIMPSONS HIOA Ofl EOUW 1 12"OVERHANG DBL 2 X 6 TOP PLATE _ HEADER STRAPPING DETAIL SAVE VENTING STUD TO TOP PLATE CONNECTION ' SIMPSON H2.5 STRAP OR EQUIVALENT CU DBL.2 X 6(FLAT)HEADER-MAX.OPG-3'-4"(1 JACK/1 FULL HT.STUD PER SIDE) MIN.1/2'P.T.PLYWOOD WITH APPROVED N r T, W. HOUSE WRAP,VINYL SIDING EXT. F- y -9W$%WX 44 (INSTALLED PER MANUFACTURER'S INSTRUCTIONS) 5 Not InCluded On This Permit AT EACH JACK STUD 1 THE NAfUNG PATTERN FOR THE PLYWOOD SHALL BE 0[0 LOCATION EVERY S'ON THE EDGE OF THE PLYWOOD AND EVERY- 1 S :1 B"IN THE FIELD USINO'BD NAILS. WALL HEIGHTS '2 x ' OVER 6'REQUIRE INTERMEDIATE BLOCKING AND SHALL Q BE UTILIZED. 2 X 6 STUDS O 16'O.C. 3-JACK STUDS AND /2 CONSTRUCTION GRADE SPRUCE - `2-JAMB STUDS FASTEN USING 16D NAILS OR EQUAL 1%6 P.T.BOTTOM PLATE TO SLAB USING 1/2'OIA x 5-1f2"WEDGE ANCHORS [_] ' W/ THICK WASHER 03'-0'OC(3-1/2"EMBEDDED) •7 �"! (ANCHOR REQUIRED ON EACH SIDE OF ONO OPENING) en n TO BOTTOM PLATE CONNECTION �SIMPSON I STMP OR EQUVALENT FOR FLOOD ZONES,HYDROSTATIC VENTS MUST BE USED TO ALLOW FLOOD 1"CONC.SLAB(3000 P.5.1.)W/FIBER MESH WATER TO FREELY ENTER AND EXIT THE STRUCTURE NON ENGINEERED ON 8 MILL VIS011EEN VAPOq BARRIER VENTS MUST PROVIDE 1 SO..INCH OF OPENING FOR EVERY 1 SQ.FOOT OF OVER CLEAN SAND FILL MACHINE TAMPED STRUCTURE SPACE. VENTS MUST INSTALLED NO HIGHER THAN 12'ABOVE r, °T. (COMPACTED TO 95M DENSITY PER ASTM D-1557) FINISHED GRADE. FOR ENGINEERED VENTS.FOLLOW MANUFACTURER'S Imo( '�` ••• W/TERMITE TREATED INSTRUCTIONS FOR QUANTITY AND INSTALLATION. ALL MATERIALS BELOW r //'T�/ BASE FLOOD ELEVATION BOTIi STRUCTURAL AND NON-STRUCTURAL WILL v 19'x B"MONOLITHIC SUB_ II �F BE CONSTRUCTED OF'FLOOD RESISTANT MATERIALS'CLASS 4 OR 5 NFIP. W/(2 /5 CONTINUOUS L-S" ALL LUMBER AND SHEATHINGS TO BE PRESSURE TREATED.40 CCA OR (�EFERC PG.S4) BETTER FASTENED WITH CORROSION RESISTANT FASTENERS. FOUND&11981 TO BE PLACED ON LNOISTLR9ED"OIL OR FILL THAT HAS BEEN M}PACTED TO 95X MAXIMUM DFNstt PER ASTM 0-1557 ALL FASTENERS IN CONTACT WITH P.T. LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL FOUNDATION PLAN LIVING ROOM EXISTING STRUCTURE 1JTLIIY NO WINDOWS/DOOR IN GARAGE kREA ,,1111 r1 1j .0, CEN �. TERMITE TREATMENT REQUIRED ;j CEN 4°THICKENED EDGE CONCRETE SLAB �•�• '•� �" SITE TO VERIFY DETAIL"A" WITH MINIMUM 3000 PSI CONCRETE •C• •L (®28 DAYS)WITH FIBER MESH ` '�' N 0 4' PITCH BLAB II BARRIER.CONCRETE OVER MIN. B MIL VISO.VAPOR BARRIER INSTALLED 1 J(r Q F 7 OVE CO MPACTED MPACTEDSAND(95%DENSItt GARAGE �'. F . � V 7- PER ASTM 0-1557)OVER TREATED SOIL '.0�'•:r(0 R`OQ'•\•`4.; T z S l ti RiTITnr:{ nT41S10\ L i A-i F,VIE\\'t0 FOR \;PL)A:�CE o ;I 4" CONC. SLAB (3000 P.S.I.) W/FIBERMESH I N o /ANAL• r.Y'iLt\�{ I'rX 1 REINFORCEMENT ON 6 MILL VISQUEEN VAPOR I ATC 1 /I I BARRIER OVER CLEAN SAND FILL MACHINE 1. � 111,�111'b3-03-17 �g�q i TAMPED W TERMITE TREATED "• 1VS AVD PELL(1[1T 1IUS'I BE KEPT O�JQD REFERENCE DETAIL'A' I' g R j�Q L�SPL•'CT!C.`i W ILL B F 3•H'.1 I Theae plans end spe(51h E one �� camppNN wllh SecllDn 1609 of the -• I' 2014 FBC-Residenllel(51h EdHian) " PITCH SLAB •`.� 01arvUp NxnDc I I, B VULT-ULTIMATE DESIGN WAND SPEED-170 MPH S3 l\ , �-8-x 16'Mmo Wh (RISK CATERGORY II BUILDING)• C..Sew O (2)03 ConIMYw1 VASE)-NOMINAL DESIGN WIND SPEED.132 MPH Foaedeu.L" A'-D'SETBACK MUST BE MAINTAINED FOR GARAGE I CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL (CATERGORY II BUILDING) i `0 EARTH GRADE ON THE EXTERIOR OF A BUILDING SHALL NOT (TABLE I6o9.3.1) ADDITION fR RFF NEE F M \——� / -I BE LE55 THAN 8 INCHES (3 cowMa�am) 1._0. s,; _______—__ _). n s.mm E"Fb..Ap awK.. 318 S.Scenic Hwy Sle.100 ,Lake Walaa,FL33853 S-O" S-3" 15'-S 3 0111:813589.1111 ,1eL. ww umno 24'-9 F.:1-888-865-2044 ©wv.reol!r.o!e coNTRAcTog SHALL BE RESpONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION