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pEg_p�� 2X4 TOP PLATE <br />PLAN Y <br />PRE -FAD TRUSS <br />.11 <br />1/2' CLG. BOARD <br />irtw-S,u�!q� <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL • 32' O.C. <br />MAX <br />0,-0. <br />FIN. FLR <br />2X4 WOOD <br />STUDS •24. <br />Oa. <br />SLA15 <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />4ETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />Ib' O.G. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />(�j�)TYP. INT. WALL (NON—BRG.) <br />lllD1 SCALE, 3/4'-F-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE -ENGG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS TYP. <br />ON. <br />VENTED SOFFIT <br />( <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/8' GYPSUM BI <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />3 SW OR <br />1/2' DRYWALL <br />3/8, TOP <br />CHANNEL (25 <br />GA) <br />1/2* DRYWALL <br />3 5/8' OR 5 3/8' METAL STUDS <br />24' OL. 20 GA METAL TO BE <br />INSTALLED IN WALLS <br />RECEIVING UPPER/ LOWER <br />3 5/8, OR 5 <br />CABINETS AND TUB/SHOWER 29 <br />3/8' BOTTOM <br />GA METAL TO BE INSTALLED <br />CHANNEL (25 <br />IN ALL OTHER WALLS. STUDS <br />GA) SECURED <br />TO BE SPACED 16' OL. AT 2ND <br />TO CONC <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM <br />PAP 4 TO <br />WALLS W/ TILE FINISH <br />WOOD FLOOR <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />IRENCE STRUCTURAL <br />ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.G. <br />8' cm <br />1/2' GYP. WL. SO. - <br />WOOD BASE — <br />FIN. rLRjI, _ ° ° <br />,a <br />W/ WINDOW OPENING <br />n <br />W/ 1/4' WOOD <br />SCREW <br />—FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS (NON—BRG.) <br />D1 SCALE. 3/4'.l'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR SM.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT. <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />k 0'-C' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASGE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.19 <br />AND 160'5B.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(a)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 CALE: 3/4'.r-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 NTH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM D4S69 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />2B GAS LINE THRU BLOCK <br />\IQVeuw w•.r-r <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET ON] <br />PRE -ENS. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK 2 COAT—/— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />8' CMU <br />:4 ♦ ♦ 4�.4� I�Q�OOO�Ti�.0000T4�:�, <br />i. <br />.�.►fit �.��4�•� <br />- <br />w rpoo= <br />APPIWVAL Rta <br />a GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.1'-0' <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT <br />SECURE W/ l27 12d NAILS AS PER FBCR 105.1.1. <br />• EQ END ROOF SHEATHING <br />2. BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />PER STRUCTURAL DETAILS SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STIFFSACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PRE-ENG WD. TRUSS ax. 2x FASCIA PER <br />ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS WALL SHEATHING <br />SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />INSULATION R-VALUES SHEET SNI. SECURE PER <br />PER ELEVATION FASTENER SCHEDULE <br />5/8' GYPSUM BOARD OR 1/2' ON SWEET 8N1. <br />HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRIOS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />FERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.G. <br />1/2' GYP. WL. BID. - <br />a, CMU <br />i— WOOD BASE <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />° ACCORDANCE WITH FBCR 2020 <br />a 1TH EDITION, SECTION R301.1.3 <br />AND 16095.1. <br />i W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />�5�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE. 3/4'.I'-® -N RLAYT1ENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 NTH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D49*S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />— bdeslgng-up.com <br />AA #: 0003325 <br />1 <br />E <br />X TA <br />W <br />f <br />00 <br />u <br />H � <br />fA <br />UBDIV. & LOT: <br />BBOTT PARK <br />LOT #35 <br />BLK. #12 <br />PROJECT <br />04181.000-35122 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />UL 202� <br />a CANIVYELL <br />No 12o 9 <br />MET 7/1/21 <br />So ALE: 1/4"=1'-0" <br />SHEE <br />D1 <br />