Laserfiche WebLink
2X4 TOP PLATE <br />PLAN <br />GORIER BEAD • <br />PRE-FAB tRL89 vt• TIuoC COAT a' q1 OEE <br />1/2' CLG BOARD �� �•� GTlrlCn#AL FOR <br />DIRECTLY M RLRa.OR0mv NT <br />WAM <br />n4aaNRY r PtT. aD <br />NOTE: STUDS IN ATTACHED i0 FILL <br />CELL M PER <br />PARTITIONS SUPPORTING FROPOCAM-ROVAL <br />In' DRYWALL WALL HUNG PLUMBING ft& WAL4NrDACKER App 1441 N. RONALD REAGAN BLVD. <br />FIXTURES AND WALL V DIA SLEEVE, WATNERSTRIP LONGWOOD, FL32750 <br />CABINETS SHALL BE NOT Do NOT CUT MaLft NO � PH:407-77"078 <br />LESS THAN 2x4, WHERE 1RISAR II'—°L O 6A°"` AROUND N`(Br FAxao7a7aao78 <br />6oU *TO., <br />SECURE et. SPACED NOT MORE IPE �•�" TRACK BRACKETS www.abdesigngroup.com <br />2X4 WOOD BOND gE,W I Not CUT FMTxD ro <br />PLATE TO SLAB STUDS •24' THAN 16' O.G. OR NOT SOLID GROUT tNE BOND WOOD MAN WOOD J" PER <br />Or- ESS THAN 2 6 WHE w/ (L- :b IBEa+ OVMOWAD DOOR AA a 000332b <br />pRppyDT GALY. STEEL <br />W/ 10d MASONRY L X RE <br />NAIL • 32' O.C. SPACED NOT MORE <br />Max THAN 24' O.C. <br />(2) COURSE - REBARS <br />` <br />APPROVAL Rao. B"Y�TITaF tR°Yx 1' IK <br />FMTETED ro aL D6 <br />ROOM. <br />TRacx eRAa�ra <br />BY an4m <br />uvPRODUCT <br />-CONCSLAB <br />APPROVAL REn <br />OPIPE THROUGH BOND BEAM <br />FIN. FLR <br />°t SrAL ' s/4.r-o <br />2B_ GAS LINE THRU BLOCK <br />3 GARAGE DOOR JAMBS <br />SCALE: <br />D1 <br />D1 '6'L''"'•''-O' <br />(a)TYP.1I/2"•I'-0' <br />�TYP. INT. WALL ( NON- BRG. ) <br />D1 SCALE: 3/4".I'.0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR S05.1.1. <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 WDER_AYMENT <br />AS PER FBCR WD.IJ. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI <br />W <br />s <br />u <br />~ <br />MIR <br />a <br />FIBERGLASS SHINGLES AS PER FBCR 905.1.1. THICKNESS AS PER PER STRUCTURAL DETAILS <br />WITH LNDER_AYMENT ROOF SHEATHING SHEET W. SECURED PER SECURED PER <br />AS PER FBCR W5.1.1. THICKNESS AS PER FASTENER SCHEDULE FASTENER SCHEDULE <br />ROOF SHEATHING SHEET SNI. <br />THICKNESS AS PER SECURED PER LSTIFFBACK AT ALL UPRIGHTS <br />SHEET SNI. SECURED 5/B' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE — PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PER FASTENER OR 1/2' HIGH 9• g• <br />SCHEDULE STRENGTH CLG. 2x FASCIA PER MAX PRE-ENG WD. TRUSS ax 2x FASCIA PER <br />BOARD ELEVATIONS o. ELEVATIONS (Lu <br />Lu <br />AREFERENCE FLFV STRUCTURAL VENTED 80FFIT PER ELEVATION VENTED SOFFIT t;olt I <br />PRE_ENG TRUSS SEE ENERGY CODE FOR'9S FOR i'IQE- TRUSS WALL SHEATHING CONT. 2x RAT RUN SECURED PER 0 <br />INSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING = <br />REFERENCE STRUCTURAL SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />MTL. DRIP EDGE MTL. DRIP EDGE INSULATION R-VALUES <br />1. PER ELEVATION FASTENER SCHEDULE PER ELEVATION SHEET SNI. SECURE PER <br />2x FASCIA PER TYP. 2x FASCIA PER ON SHEET 8Nl FASTENER SCHEDULE <br />ELEVATIONS O.H. .��y ELEVATIONS PRE_ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR I/2' <br />ON SHEET SNI. <br />VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TR14W <br />///---'WINDOW ATTACHMENT WEEP SCREED <br />AS SPECIFICATIONS MANUFACTURES 2x P.T. SECUREP STRUCTURALETPERS <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 />FERENCE <br />Ix2 P.T. PURRING <br />STRUCTURAL <br />STRIPS • 24" O.C. <br />1/2' THICK, 2 COAT PORTLAND <br />Ix2 P.T. PURRING <br />9' CMU <br />CEMENT PLASTER APPLIED <br />STRIPS _ <br />1/2' THICK 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />1/2' THICK, 2 COAT <br />I/2 GYP ILL.,MD. <br />CEMENT PLASTER APPLIED <br />1/2' GYP. WL. BD.LAND <br />ASCEMENT <br />WOOD BASE <br />, cm <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />TER APPLIED <br />DIRECTLY TO MASONRY <br />0'-m' FIN. FLR_ <br />_ <br />_ �, 0'-0' FIN. FLR <br />0'-0' FIN. FLR, <br />_ 0'-0' FIN. FLR <br />a <br />®. <br />A� <br />a <br />ROOF SHEATHING THICKNESS IS <br />a <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASGE 1-16 IN <br />ENGINEERED PER ASCE T-16 IN <br />a' <br />ACCORDANCE WITH FBCR 2020 <br />L <br />ACCORDANCE WITH FBCR 2020 <br />TTH EDITION, SECTION R301.13 <br />a <br />1TH EDITION, SECTION R301.13 <br />AND 16095.t. <br />AND 160S5.1. <br />n W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />n W/ WINDOW OPENING <br />TYP. WALL SECTION <br />" B <br />NO OPENING <br />NOTE: <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />METHOD TO BE USED FOR THE <br />[PROJZCT# <br />tmDm a LOT <br />ABBOTTPARK <br />LOT #14 <br />BLK #14 <br />PHASE 4C <br />04181.04C-14141 <br />moDEL: <br />4EHB <br />"2605—HAYDEN" <br />GARAGE 811111MG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />r5�\1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 6 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE: 3/4'•I'-O' UNDERLAYMENT IN ACCORDANCE SCALE, 3/4'.1'.0' UNDERLAYMENT IN ACCORDANCE �KMCT` <br />D1 WITH FBCR S05.1.1.1 OF THE FBCR D1 WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 <br />OR YTYPE I1 OR ASTM 04861b PE IV UN ERLAYMEN . III TYPOR E IPE IV UN ERLAYMEN . IIf q �O <br />ROLAPD A.CPA <br />AR NO 93723 <br />PRINT DA7E02/07/22 <br />SCALE: 1/4"=1'-0" <br />8iIEET <br />-J1 D1 <br />