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2X4 TOP PLATE <br />PER F P- <br />PRE -PAS TRJ88 c MAR e•AD <br />V!' 7MIG(7 COAT <br />IR' CLG. BOARD /"�' <br />2.n�ASTa �� Otw�cnwa. ►at <br />DNeCTl7 TO Re11'OIeCR'L9lT <br />NOTE: STUDS IN nAeoNh, ATTAG O <br />TO F 6 F.T. W1 <br />CSI.L AS Ft <br />PARTITIONS SUPPORTING APPIROVAL P94 <br />vt• DRYWALL WALL HUNG PLUMBING erux WOGUL KAW+T G <br />FIXTURES AND WALL MATHIN GTWP LONGWOOD, FL327GAN BLVD. <br />s Dla eLBI tie. <br />CABINETS SHALL BE NOT DO NOT CUT LK DN6 "L' PH: 407-774 8078 <br />h Fw GLeG.• �, aw Lra AF=WV MY <br />LESS THAN 2x4, WHERE <br />Dose?~) FAX: 407-7744078 <br />SPACED NOT MORE ti GYP. WL. as r GM= TO <br />SECURE D7. 2X4 WOOD BCWD BEAM NOT CUT TRACK 016GCxlTO AAA N: 01On03325 eom <br />PLATE To BLAB STUDS •24. THAN 16' O.G. OR, NOT eoL1Ofly GROUT TFR BOND eoao BAr W= JAMB Fete <br />a..4Lv. OTele. <br />IIV 7 BEAM FIe0011C.T OVl01eAD DOOR <br />W/ 10d MASONRY OZ. LESS THAN 2x6, WHERE <br />NAIL • 32 Or— SPACED NOT MORE <br />MAX THAN 24' O.G. <br />rs/ coulroE _REDAM <br />APPROVAL R10. YWIC L TRACK <br />FAIT M TO Roar <br />TRAM BRA=TO <br />BY oTNERe <br />W / r"MICT <br />GLAD <br />AFF RWAL RNA <br />®-®• <br />A PIPE THROUGH BOND REAM <br />FM. FLR <br />OCALC, D/4'A'-O• <br />2B GAS LINE THRU BLOCK <br />3 GARAGE DOOR JAMBS <br />SCALE:11/2'G1'-0' <br />\lQv <br />MTYP. INT. WALL (NON—BRG.) <br />D1 SCALE, 3/4'GI'-m' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />2X4 SPF 24' O.C. MAX. <br />SECURE W/ f2)12d NAILS <br />• EA END <br />2x BLOCKING. BETWEEN TRUSSES <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER MOR 905.I <br />ROOF SHEATHING <br />TWEET SNI <br />a <br />c <br />c <br />AS PER FBCR 110S.1.1. THICKNESS AS PER PER STRUCTURAL DETAILS SECURED PER <br />FIBERGLASS SHINGLES FASTENER SCHEDULE <br />WITH R P5CR UNDERLAYMENT ROOF SHEATHING SWEETFASTENER SCHEDULE <br />AS PER ESC905.1.1. THICKNESS AS PER <br />ROOF SHEATHING SHEET SNI. <br />THICKNESS AS PER SECURED PER STIFFSACK AT ALL UPRIGHTS <br />SHEET SNI. SECURED 5/8' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PER FASTENER OR IA' HIGH g• 9' <br />SCHEDULE STRENGTH CLG. 2x FASCIA PER MAX PRE -ENGS WD. TRUSS AX 2x FASCIA PER fA <br />BOARD REFERENCE ELEVATIONS O ELEVATIONS <br />PER ELEVATIONSTRUCTURAL VENTED SOFFIT PER ELEVATION / VENTED SOFFIT ul <br />SEE ENERGY CODE FORMS WALL SHEATHING CONT. 2x RAT RUN SECURED PER / O <br />PIPE-ENG TTQISS INSULATION R-VALUES PRE" TRAMTHICKNESS AS PER -// WALL SHEATHING <br />STRUCTURAL DETAILS <br />REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR w <br />MTL. DRIP EDGE MTL. DRIP EDGE SHEET SNI. SECURE PER INSULATION R-VALUES THICKNESS AS PER <br />0. PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER <br />2x FASCIA PER TYP. 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE R <br />ELEVATIONS O,H. ELEVATIONS 5/S' GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />PRE-ENG. LADLE TRJSS <br />VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WINDOW ATTACHMENT WEEP SCREED <br />AS SPECIFICATIONS STRUCTURAL <br />SP.T. T TRUCTURAL DETAILS PER <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 />PERENCE <br />Ix2 P.T. PURRING <br />STRUCTURAL <br />STRIPS • 24, O.C. <br />1/2' THICK, 2 COAT PORTLANDSTRI <br />Ix2 P.T. RJRRINCs <br />S° CMU <br />CEMENT PLASTER APPLIED <br />1/2' THICK, 2 COAT PORTLAND <br />DIRECTLY TO MASONRYCEMENT <br />1/2' THICK, 2 COAT <br />GYP•WL,,BD, <br />. cm <br />CEMENT PLASTER APPLIED <br />1/2• GYP. M. BD. <br />PORTLAND <br />WOOD RASE <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />AS PPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR/L <br />�— <br />— . <br />— �, 0'-0' FIN. FLR <br />0'-0' PIN. PLR <br />— �, 0'-C' FIN. FLR <br />a <br />B cm <br />< . <br />a <br />d <br />ROOF SHEATHING THICKNESS IS <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBGR <br />L <br />ACCORDANCE WITH FBCR 2020 <br />1.13 <br />1TH EDITION, SECTION R30.13 <br />4 <br />1TH EDITION, SECTION R301.13 <br />AND 160S.5.1. <br />AND 16095.1. <br />. W/ <br />WINDOW OPENING <br />n TYP. WALL SECTION <br />W/ WINDOW OPENING <br />TYP. WALL SECTION <br />N 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 />s A�Bat <br />-T. <br />PARK <br />LOT# 1 <br />BLK# 11 <br />Plto"=T* <br />04181.000 —11112 <br />MODEL.• <br />4EHB <br />"2605— HAYDEN" <br />GARAGE SWiNO: <br />LEFT <br />PAGE: <br />DETAILS <br />60 MPH E <br />5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF �6�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE. 3/4'•I'-V'--ERLAYMENT IN ACCORDANCE SCALE, 3/4'.r-0' UNDERLAYMENT IN ACCORDANCE ` <br />D1 WITH FBCR 505.1.1.1 OF THE FEsCR D1 WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 14 WHICH USES 2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D4869 TYPE III TYPE II OR ASTM 04869 TYPE III �0� <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. <br />AR NO <br />PRINT <br />04/16/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />