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2X4 TOP PLATE <br />3 W/O' OR 5 <br />PL U2' DRYWALL 34TOP <br />PL%CHANJEL (25 �' <br />PRE-FAB TRUES GA) COIKR NEM <br />N' THICK 2 COAT S' CFU m <br />I/1' CLG BOARD <br />POIQLATO CR'Oif STRJ07UfAL Pm <br />V2' DRYWALL MAGCN a APFLISD ho I.S. <br />alrccxr m <br />NOTE: STUDS IN 3 5/0' OR 5 SW METAL STUDS NnscreT �'A9P TO FILL <br />24' O.C. 20 GA METAL TO BE �C AR <br />PARTITIONS SUPPORTING INSTALLED IN WALLS AVIL <br />V2' DRYWALL WALL HUNG PLUMBING RECEIVING UPPER/ LOWER 3 5/0, OR 5 row WALAW APPROVAL Ism. <br />CABINETS AND NB/SFIOLLER 25 sraaR RCD 1441 N. RONALD REAGAN BLVD. <br />FIXTURES AND WALL GA METAL TO BE INSTALLED 3/8' BOTTOM <br />CABINETS SHALL BE NOT CHANNEL (25 WATNSR STW LONGWOOD, FL 32750 <br />IN ALL OTHER WALLS. STUDS GAJ SECURED LK AAWtM �'� PH: 407-77"078 <br />LESS THAN 2x4, WHERE TO BE SPACED 16• oC. AT 2ND �r P.eaa sFewo+Aus <br />TO GONC ODOR r7. BY FAX: 407-7744078 <br />FLOOR WALLS ADJACENT TO av OALV. sTeEL <br />SPACED NOT MORE STAIR WELLS AND BATHROOM FLOOR W/ 3/4' <br />SECURE ST. 2X4 WOOD PAP 4 TO Fumao To <br />OOR <br />PLATE TO SLAB STUDS 624' THAN Ifo' O.G. OR, NOT WOODS OD � JAM � www.a es gngroup.com <br />WALLS UY TILE FINISHAA 8: 0003328 <br />wv Imd MASONRY or- LESS THAN 2x6, WHERE W/ 1/4' WOOD moouc� wLv. sTm <br />NAIL . 32' oC SPACED NOT MORE WOOD BASEBOARD SCREW A}PRD�AL I�GL ev�tT tleaex . ON <br />�+�+� aaae <br />e. onene <br />FASTI M TO <br />neAcc SRAO�tS <br />MAX THAN 24' O G. v �r 1e0Or' <br />. SLAB AN9iO✓AL PE& <br />FIN. FLR FINISH FLOOR <br />1—STORY TYP. INT. WALL 28 GAS LINE THRU BLACK s GARAGE DOOR JAMBS <br />xxs.n•.r•r D1 SCALE: 11/2'•1'-0' <br />TYP. INT. WALL ( NON— BRG.) 1A METAL STUDS ( NON— BRG. ) <br />D1 SCALE: 3/4'.I'-dV p 1 SCALE. 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT <br />OATH UNDERLAYMENT SECURE W/ (2) I2d NAILS AS PER FBCR W55.I.1. <br />AS PER FBCR 905.1.1. • EA. END ROOF SHEATHING <br />FIEtERGLA88 BRANGLEB ROOF BREATHING THICKNESS AS PER <br />WITH UNDERLAYMENT 2x BLOCKING BETWEEN TRJSSES SHEET SNI <br />h <br />o <br />FIBERGLASS SHINGLES TRIGIQNE88 AS PER <br />WITH UNDERLAYMENT AS PER FBGSECURED PER <br />R 905.1.1. SHEET SNL SECURED PER PER STRUCTURAL DETAILS <br />AS PER FBCR W5.1.1. ROOF BREATHING FASTENER SCHEDULE <br />ROOF SHEATHING THICKNESS AS PER FASTENER SCHEDULE <br />SWEET SNI. <br />THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRKsHTB <br />SHEET ON]. SECURED /a, GYPSIAN BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PER FASTENER OR 1/2' FIKaH <br />SCHEDULE STRENGTH CLG. 2x FASCIA PER MAX PRE-ENG WD. TRU88 AX. 2x FASCIA PER <br />BOARD REFERENCE ELEVATIONS O. ELEVATIONS <br />T STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT Lu <br />SEE ENERGY CODE FORMS FOR WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />PRE-ENG TRI188 PRE-ENG TRUSS THICKNESS AS PER WALL SHEATHING i <br />INSULATION R-VALUES STRUCTURAL DETAILS <br />REFERENCE STRUCTURAL SHEET 8N1. SECURE PER THICKNESS AS PER <br />MTL. DRIP EDGE MTL. DRIP EDGE INSULATION R-VALUES m. PER ELEVATION FASTENER SCHEDULE PER ELEVATION SWEET SNI. SECURE PER <br />Tx FASCIA PER T.p 2x FASCIA PER ON SWEET SNI FASTENER SCHEDULE <br />ELEVATIONS ON SWEET SNI. <br />OH. ELEVATIONS 5/S' GYPSUM BOARD OR 1/2' <br />R-4.1 INSULATION PRE-ENG. GABLE TRUSS <br />HIGH STRENGTH GLG. BOARD PRE-ENG. GABLE TRUSS <br />VENTED SOFFIT VENTED SOFFIT WEEP SCREED <br />WINDOW ATTACHMENT U.EEP SCREED <br />SPECIFICATIONSAS PER MANWIFACTURIES 2x P.T. SECURIED PER <br />STRUCTURAL DETAILS <br />2x P.T.SECURED PER <br />R-4.1 INSULATION <br />STRUCTURAL DETAILS <br />REFERENCE <br />WINDOW ATTACHMENT AS PER <br />STRUCTURAL <br />MANUFACTURES SPECIFICATIONS <br />RENCE <br />Ix2 P.T. FURRING <br />STRUCTURAL <br />STRIPS S 24' Or- <br />1/2' THICK, 2 COAT PORTLAND <br />-IK2 P.T. FURRING <br />B' c1 <br />CEMENT PLASTER APPLIED <br />STRIPSC. <br />* 24' . <br />1/2' THICK, 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />V2' THICK, 2 GOAT <br />�p <br />CEMENT PLASTER APPLIED <br />V2' GYP. WL. BD. <br />CEMENT <br />PORDIRECTLY <br />, CMU <br />TO MASONRY <br />WOOD BASE <br />PLASTER APPL <br />WOOD BASE <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRJ <br />_ ° <br />_ 0'-C' FIN. FLR <br />0'-0' FIN. FLR. <br />° <br />_ W-O' FIN. FLR <br />Q. .. ' <br />S' CMU <br />A. .. <br />ti <br />ROOF SHEATHING THICKNESS IS <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />a ENGINEERED PER ASGE 1-16 IN <br />a <br />ACCORDANCE WITH FBCR 2020 <br />ACCORDANCE WITH FBCR 2020 <br />4° <br />1TH EDITION, SECTION R301.1.3 <br />°.a <br />4 <br />1T14 EDITION, SECTION R301.1.3 <br />AND 16095.1. <br />AND 16093.E <br />W/ <br />WINDOW OPENING <br />TYR WALL SECTION <br />W/ WINDOW OPENING <br />TYP. WALL SECTION <br />B <br />B <br />NO OPENING <br />NO OPENING <br />NOTE: <br />NOTE: <br />METHOD TO BE USED FOR THE <br />METHOD TO BE USED FOR THE <br />SUBDIV. dt LOT <br />ABBOTT PARK <br />LOT #33 <br />BLK. # 7 <br />PIEOJICCT* <br />04181.000-33071 <br />MODEL.' <br />4EBB <br />"1828—CALI" <br />GARAGE SrIDJO: <br />RIGHT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />(11—STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE: 3/4'.I -0 RLAY SENT IN ACCORDANCE SCALE: 3/4•.1'-®' p--ERLAYMENT IN ACCORDANCE <br />WITH ATE <br />WITH FBGR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION 19 04 WHICH USES 2020 1TH EDITION 19 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D4069 TYPE I I I TYPE 11 OR ASTM D4869 TYPE III �U <br />OR TYPE Iv UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. <br />A <br />NO <br />DAR M 9/21/21 <br />DCAL.E: 1/4"=1'-0" <br />SKEET <br />D1 <br />