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I- <br />2X4 TOP PLATE <br />PLAN <br />LPI�_FAB TRLI88 <br />Vl' CLG. BOARD <br />112' DRYWALL • r <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL • 32' OIC. <br />MAX <br />FRi FLR <br />2X4 WOOD <br />STUDS 024' <br />OL. <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />4ETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />I6' O.C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />(a)TYP. INT. WALL NON-BRG. <br />D1 SCALE: 3/4'.I'-m' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS TYP. <br />ON. <br />VENTED SOFFIT <br />i <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/8' GYPSUM El <br />OR 1/2' HIGH <br />STRENGTH4 CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />WNDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.G. <br />8' cm <br />1/2, GYP. UAL. BD. - <br />WOOD BASE — <br />0'-0' FIN FLR <br />m <br />n W/ WINDOW OPENING <br />H <br />5' DIA SLEEVE, <br />DO NOT CITT <br />BOND BEAM NOT CUT <br />SOLID GIS011T THE BOND <br />eY (I)• 7 BEAM <br />(2) COURSE REBARS <br />PIPE THROUGH BOND BEAM <br />D SCALE, 3/4-.1'-D' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG3 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 />0'-0' FIN FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />NTH EDITION, SECTION R301.13 <br />AND 160TIB.1. <br />TYP. WALL SECTION B <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.I'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 ITH EDITION 16 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />I!O RW. <br />roe roleais LM <br />. m. <br />2B GAS LINE THRU BLACK <br />DT Auts vr.re <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WWII. <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 SNI <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COATJ/ <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR,, <br />8' CMU <br />S, <br />1/2' TNl(7(, 2 COAT - <br />rC <br />M.A&Mt APRLIeD <br />D"RomT 70 <br />M OC RY <br />ArPROAPPRO T �rALTRACK <br />APPROVAL VIMp 1yµ <br />6Y NAIA°. <br />TIDS <br />RAM D BRACK[T5 <br />loom <br />av TRACK <br />CT <br />ArPIWYrFnvaL RfA <br />2.6 P.T. WD <br />ATTACIED TO FILL <br />CELL A6 rely <br />APF"O T <br />ArrllDVAL REQ <br />SNALAW . <br />SAO=R IY�D <br />►EATNER 57ItlP <br />"IMILOM ALL <br />BY <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.l'-0' <br />_2X4 SPF 24' OZ. MAX — <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRKaHTa <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS e� <br />CONT. 2x RAT RUN SECURED PER-/ <br />STRl1GTURAL DETAILS JJJ/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />,..PER ELEVATION <br />5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. BD. — <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90511. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATION& <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI. <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />will <br />0'-0' FIN. FLR <br />4 ROOF SHEATHII -s THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />-ITH EDITION, SECTION R301.13 <br />AND 16OS5.1. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />6 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'.I'-0• UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 -ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 0486S TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />i <br />i441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAK 407-7744078 <br />wwwabdesigngroup.w <br />AA #: 0003325 <br />q <br />g <br />� <br />4 <br />s <br />a <br />m <br />A <br />S <br />N <br />g Wf <br />O <br />x <br />I <br />9TJBDM de L0211 <br />ABBOTT PARK <br />LOT #7 <br />BLK. #9 <br />PROJECT# <br />04181.000-07091 <br />WODEL <br />4EHB <br />"2605- HAYDEN" <br />GARAGE 9111IiNG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EVR. C <br />DATE: 05/06/21 <br />9CAi E: 1/4"=1'-O" <br />SHEET <br />D1 <br />