Laserfiche WebLink
R R� 2X4 TOP PLATE <br />PER.PEA 7 <br />PRE-FAB TPM w cm �� • <br />y' 1IedC 7 COAT Y CMI es <br />V2' CLG. BOARD ;=. Arn-� �2woReaFm <br />ar <br />D amy TO <br />K#ACNW 2.* P.T. W <br />A1TAO MP TO ILL <br />NOTE: STUDS IN 5' DIA. SLEEVE, �A+PM <br />PARTITIONS SUPPORTING DO NOT CUT P M <br />N' ORYWALL WALL HUNG PLUMBING RE%=4/lmRD; <br />'� A " 1441 N. RONALD REAGAN BLVD. <br />FIXTURES AND WALL WAUM 07W LONGWOOD, FL 32760 <br />CABINETS SHALL BE NOT PIw �'+sr� PH: 407-7746078 <br />LESS THAN 2x4, WHERE BOND BEAMO NOT GUT rye a2aK roR srw ooaR nA/2r� FAX: 4o7-7744078 <br />SPACED NOT MORE SOLID GROUT TE BOND ati TWA=Tm B e <br />SECURE ST. 2X41L100D W/ f1)_ e5EAM w•aTr.IL p. =TO wwwAA #: l 0 roup.com <br />PLATE TO SLAB STUDS •24• THAN 16' O.C. OR NOT _ Iweo w WOM .ISM PM AA S: 0003326 <br />Oc SS (2) COURSE EBABS FRDPJ = wLv. erase o�waAo 000R <br />IW Wd MASONRY LE THAN 2x6, WHERE <br />NAIL • 32. O.C. SPACED NOT MORE <br />MAX <br />THAN 24' O.G. <br />ASLAB <br />-- <br />^,'%, <br />AP"RDJAL Rm Y&Wh:1L TRACK <br />rmy K . To <br />TRACK SRACI@Te ROOD <br />o <br />. •' !� <br />.: <br />ALA1YRor Pn <br />® ®, <br />FIN. M.R. <br />2A PIPE THROUGH BOND BEAM <br />28 GAS LINE THRU BLOCK <br />3 GARAGE DOOR JAMBS <br />(��)TYP. INT. WALL (NON—BRG.) <br />p1 SCALE:11/2'-1'-0' <br />D1 SCALE:3/4'•I'-0' <br />D1 SCALE, 3/4'.I'-O' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />FIBER31-ASS, SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBGR 905.I.L <br />ROOF SHEATHNG <br />2X4 SIFF 24. O.G. MAX <br />SECURE UU (2)12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FRICR 909,11. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL <br />8 <br />r�r <br />FIBM42LASB 9HINGLEB THICA 0— AS PER <br />WITH UNDERLAYMENT AS PER FI 905.1.1. SHEET &A SECURED PER PER STRUCTURAL DETAILS <br />AS PER FBCR 905.1.1. ROOF SHEATHING FASTENER SCHEDULE SECURED PER <br />ROOF SHEATHING THICKNESS AS PER FASTENER SCHEDULE <br />SHEET SNI.PER <br />THICKNESS SECURED AS PER aIFFBACK AT ALL UPR*HTB <br />SHEET SNI. SECURED /S• GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PER FASTENER <br />SCHEDULE SRTRENGTH C-& 2x FASCIA PER MAX PRE-ENG WD. TRUSS 2x 2x FASCIA PER <br />BOARD REFER�CE ELEVATIONS O. ELEVATIONS N <br />STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT W <br />PRE-ENG TRUSS, SEE ENERGY CODE FORME FIR _ EWA �� WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />INSULATION I RENCE 8 VALLIES TRJCTURAL THICKNESS AS PER SEE STRUCTURAL <br />DETAILS <br />CODE FORMS FOR WALL SHEATHING = <br />MTL. DRIP EDGE MTL DRIP EDGE SHEET 8NL SECURE PER INSULATION R-VALUES SHEET ON]. AS PER <br />m, PER ELEVATION FASTENER SCHEDULE SHEET ON]. 8Et71RE PER <br />2x FASCIA PER TYP. 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE w <br />ON SHEET SNI. <br />ELEVATIONS o.H. ELEVATIONS PRE-ENG. LADLE TRUSS Sm. GYPSUMHKTN 87RENKa��BOARD <br />VENTED SOFFIT I WNDOW ATAA INSULATION ENT VENTED SOFFIT DEEP SCREED <br />AS PER MANUFACTURES 2x P.T. SECURED PER UJEEP SCREED <br />SPECIFICATIONS STRUCTURAL DETAILS 2x P.T. SECURED PER <br />R-4.1 INSULATION <br />STRUCTURAL DETAILS <br />REPERENCE <br />WINDOW ATTACHMENT AS PER <br />STRUCTURAL <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING <br />RENCE <br />STRUCTURAL <br />STRIPS 24' O C. <br />UPS <br />1/R' THICK, 2 COAT PORTLAND <br />e Ix2 P.T. FURRING <br />e <br />S' <br />CEMENT PLASTER APPLIED <br />STRIPS O.C. <br />1/2' THICK, 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />CK 2 COAT <br />1/2' THICK <br />I.I.L. <br />CEMENT PLASTER APPLIED <br />1/2' GYP. WL. W. <br />DR T <br />b�IOOGG O EBD. <br />CMU <br />DIRECTLY TO MASONRY <br />WOOD BABE <br />PLPORTLAND <br />ABLTE APPLIED <br />DIRECTLY TO MASONRY <br />I <br />0'-0' FIN. FLR.L <br />i, 0'-0' FIN. PLR <br />0'-0' FIN. FLR,L <br />0'-0' FIN. FLR <br />1 <br />;.. <br />e, cm <br />• <br />ROOF SHEATHING THICKNESS IS <br />., . <br />ROOF SHEATHING THICKNESS IS <br />• <br />NG <br />a' `' EINEERED PER ASCE -1-16 IN <br />• ENGINEERED PER ASCE 1-16 IN <br />a <br />ACCORDANCE WITH FBCR 2020 <br />`,'4: <br />EWITHSECTION CR 21020 <br />,�....�.. ACCORDANCE <br />9 <br />'ITH EDITION, SECTION R301.13 <br />,a <br />. <br />AND 16095.1. <br />AND 160"J. <br />W/ <br />WINDOW OPENING <br />TYR WALL SECTION <br />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 />IA <br />lmDrv. Ae LOTBBOTT PARK <br />LOT #14 <br />BLK #9 <br />ROJffiCT# <br />04181.000-14091 <br />MODEL <br />E401 <br />"2828—ENSLEY" <br />GARAGE 611WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />16/MNi E . C <br />a 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE. 1/4•-1'-m UNDERLAYMENT IN ACCORDANCE D1 SCALE, 3/4,,r-V, UNDERLAYMENT IN ACCORDANCE <br />WITH FBGR e05.1.1.1 OF THE FBCR WITH FBCR %*.I.1.1 OF THE FBCR <br />2020 7TH EDITION IS 04 WHICH USES 2020 iTH EDITION IS e4 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 (2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 04S69 TYPE III TYPE II OR ASTM 0496S TYPE III 1( <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. u <br />A <br />AR NO 90 <br />PRINT DATE: BI 14 21 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />D1 <br />