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2X4 TOP PLATE <br />3VTOP <br />oR5 <br />31 <br />PL V2' DRYWALL CHANNEL (25 <br />PRE-FAB TRUSS GA`) CCONER ERAD <br />IQ' THICK. 2 COAT •• CMI SEE <br />1/2' CLG. BOARDWIt STwICTURAL POR <br />METAL STUPID <br />I/2' DRYWALL M-46T LY To 120 RE <br />NOTE: STUDS IN 3 241 0�203GA METAL TO DES rueoHaeT ATTACHED2.ASPER FILL <br />PARTITIONS SUPPORTING INSTALLED IN WALLS � cn <br />1/2' DRYWALL WALL HUNG PLUMBING RECEIVING UPPER/ LOWER 3 5/S' OR 5 e«ix Ao em& SEALANT e <br />CABINETS AND TUB/SNOWER 25 3/S' DOTTOM BACKER RKD 1441 N. RONALD REAGAN BLVD. <br />FIXTURES AND WALL CAA. METAL TO BE INSTALLED 11"T>a1E •flMP LONGWOOD, FL32750 <br />CABINETS SHALL BE NOT IN ALL OTHER WALLS. STUDS GA.) SECURED Lra MOULOM ALL PH: 407-7748078 <br />TO BE SPACED 16' O.C. AT 2NO I Y Pvc xuve role OAA Lea Aleouao ror <br />LESS THAN 2x4, WHERE to cork COORM~j FAX:407-7744078 <br />FLOOR WALLS, ADJACENT TO cm V. STEEL <br />2X4 WOOD SPACED NOT MORE STAIR WELLS AND BATHROOM PAP R O 3/4' n• * F. Q. so. FASTENED ro <br />SECURE DT. TRAcu eRAcxcro WAA #: 1003326 com <br />PLATE TO BLAD STUDS •24• THAN Ifo' O.G. OR, NOT WALLS W/ TILE FINISH WOOD FLOOR SOD •0x °� JAMS PeR <br />or— $ T AN H W/ 1/4' WOOD FRooucT OALV. STEEL overo+EAo ooae <br />W/ 10d MASONRY LE S H 2X6, w ERE <br />NAIL • 32' O.G. SPACED NOT MORE <br />MAX THAN 24' OC. <br />WOOD BASEBOARD SCREW <br />APFROVA. Ma VERTICAL„ RACK <br />or MAP, np <br />I ASTTRiD TO R7�T <br />TRAM SMACKS" <br />elf oTTaRe <br />W, rlto=T <br />. SLAB <br />APPROVAL I®a <br />FINISH FLOOR <br />FIN. FLR <br />1-STORY TYP. INT. WALL <br />2e GAS LINE THRU BLACK <br />3 GARAGE DOOR JAMBS <br />SCALE: 1 1/2'•1'-0' <br />(a)TYP. INT. WALL (NON-BRG.) <br />1A_METAL STUDS (NON-BRG.) <br />D1 SCALE, 3/4'•I'-0' <br />D1 SCALE, 3/4'•1'-0' <br />FIBERGLASS SHINGLES <br />WITH IBNDERLAYMENT <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />2X4 SPF 24' O.C. MAX. <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI <br />q <br />N <br />I <br />j <br />MEN <br />£ <br />64 <br />k <br />FIBERGLASS SHINGLES THICKNESS AS PER <br />WITH UNDERLAYMENT AS PER FBCR 905.1.1. SHEET 8N1. SECURED PER PER STRUCTURAL DETAILS <br />A8 PER UNDERLAYMENT <br />908. T ROOF SHEATHING FASTENER SCHEDULE SECURED PER <br />ROOF SHEATHING, W5,1G THICKNESS AS PER FASTENER SCHEDULE <br />THICKNESS AS PER SHEET SNI. STIFFBACK AT ALL UPRIGHTS <br />SWEET SNI. SECURE SECURED PER PER STRUCTURAL DETAILS <br />PER FASTENER OR GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE MTL. DRIP EDGE <br />SCHEDULE OR I/2' HIGH 5 PRE-ENG WD. TRU58 11 <br />2x FASCIA PER <br />STRENGTH CLG. 2x FASCIA PER MAX — Ax. 1A <br />BOARD REFERENCE ELEVATIONS O. ELEVATIONS t;4§4 <br />vATI_STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />SEE ENERGY CODE FORMS Ft7R WALL SHEATHING CONT. 2x RAT RUN SECURED PER Q <br />PRE-ENG TRUSS INSULATION R-VALUES PRE-' TRUSS THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING i <br />REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR a <br />MTL. DRIP EDGE MTL. DRIP EDGE SHEET SNI. SECURE PER INSULATION R-VALUES THEFT SNI. AS PER <br />1,-0, PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER <br />2x FASCIA PER TYP 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />ELEVATIONS O.H. ELEVATIONS 5/S' GYPSUM BOARD OR 1/2' <br />R-4.1 INSULATION PRE-ENG GABLE TRUSS ON SHEET SNI, <br />HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />VENTED SOFFIT VENTED SOFFIT WEEP SCREED <br />WINDOW ATTACHMENT WEEP SCREED <br />ASMANUFACTURES AI <br />STRUCTURALDETAILS <br />2x PT 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 PT . RRING <br />STRUCTURAL <br />STRIP• 2a• oc. <br />I/2' THICK, 2 GOAT PORTLAND <br />P.T. FURRING <br />B• cm <br />CEMENT PLASTER APPLIED <br />ST • <br />1/2' THICK, 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />I!!' THICK, 2 COAT <br />1/2'GYP. WL.BD. <br />CEMENT PLASTER APPLIED <br />1/2' GYP. WL. BD. <br />PORTLAND <br />S• cm <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />R APPLIED <br />WOOD BASE <br />DIRECTLY TO MASONRY <br />0'-0' FIN FLRr�L <br />_ <br />_ J, 0'-m' FIN. FLR <br />0'•0' FIN. FLRrL <br />0'-V' FIN. FLR <br />° � <br />B' cm <br />... <br />4m <br />m <br />ROOF SHEATHING THICKNESS IS <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-16 IN <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />a <br />ACCORDANCE WITH FBCR 2020 <br />4' <br />1TH EDITION, SECTION R301.1.3 <br />?` <br />1TH EDITION, SECTION R301.13 <br />AND 160 1b.1. <br />AND 1609.5.1. <br />W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />W/ WINDOW OPENING <br />TYP. WALL SECTION <br />ti <br />B <br />Y <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 />EEEEEBU39DM & LUT <br />ABBOTT PARK <br />LOT #11 <br />BLK. #9 <br />PROJECT# <br />04181.000-11091 <br />1[ODEIs <br />4EBB <br />"1828-CALI" <br />GARAGE 8TnNG: <br />LEFT <br />PAGE: <br />DETAILS <br />1 H .0 <br />4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF �5�1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4•.I'-0' UNDERLAYMENT IN ACCORDANCE SCALE, 3/4'•I•-C' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR D1 WITH F5GR W5.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 (2) TWO LAYERS OF ASTM D226 20 <br />TYPE II OR ASTM D486S TYPE III TYPE It OR ASTM 04869 TYPE III I 1 L <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. v <br />A <br />NOPFANT <br />23 <br />DATE: 6/ 1 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />