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2x4 TOP PLATE 7 <br />A R C H I T E C T S <br />PERK <br />eaeme eea.o <br />F'RE-FAB TRUSS W TWCK 3 COAT e' cm am <br />I/1' CLG. BOARD' wra�r eracnwx ,OR <br />PLmreR APP>_Ieo RerFacetxr <br />on�cnr ro <br />� * P.T. W Design <br />NOTE: STUDS IN CELL AG F ro Fa L 0 <br />Flt00= Grou .. <br />PARTITIONS SUPPORTING PRoo Al PWQ <br />r <br />I/1' pRTWALL WALL HUNG PLUMBING eexm MACMR Ri7D 1441 N. RONALD REAGAN BLVD. <br />FIXTURES AND WALL WATWER61Rr <br />CABINETS SHALL BE NOT LONGWOOD, FL 32750 <br />4-6078 <br />LESS THAN 2x4, WHERE r as e�nR aee ure �v.� DOOR MAerd PH:407-74-407 <br />SPACED NOT MORE w �® TPACK�o ro °C�"` d11FJ FAX:407-77 mup.c <br />��� BT 2X4 WOOD FAGTW rP TO wwwAA #: 000332p.com <br />PLATE TO BLAB STUDS �24' THAN 16' O.G. OR, NOT rwm e�rc AM15 PER AA #: 0003325 <br />W/ IOd MA80NRY OC• LESS THAN 2x6, WHERE Fwacu Al- RGfi reiene eL�rR ux o era° coaR <br />er MNr•. I• Mrl er otKRD DRAFTING BY: <br />NAIL • 32' O.0 SPACED NOT MORE raereso ro °Lm <br />MAX THAN 24' O.C. e�te p01'� A.B. DESIGN GROUP <br />AP 910VAL 1Wa. DRAFTING INC. <br />SLAB 5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />FM FLR <br />TAMP A, FLORIDA 33634 <br />2 GAS LINE THRU BLACK r3 �GARAGE DOOR JAMBS PH: 83-8 FAY. 813-886-280-2802 <br />D1 °C W'-r-O D1 J SCALE: 11/2'.1'-0' 00 <br />�TYP. INT. WALL (NON-BRG. ) <br />D1 SCALE, 3/4'•I'-0' <br />FIBERGLASS SHINGLES <br />FIMR21-ASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) I2d NAILS AS PER FBCR 905.1.1. <br />FIBERGLASS SHINGLES AS PER FBCR 905.1.E EA'' END ROOF THICIGIEASs ASI PER <br />FIE�ERGLA58 SHINGLES WITH UNDERLAYMENT ROOF SHEATHING 2x PE15LR STRUCTURAL DETAILS <br />THICIQJE55 AS PER SHEET D <br />AS PER FBCR 9051.1. SHEET SNI. SECURED PER SECURED PER <br />WITH UNDERLAYMENT ROOF SHEATHING FASTENER SCHEDULE FASTENER SCHEDULE <br />AS PER FBCR 90 - -I. THICIQ LESS AS PER <br />ROOF SHEATHING SHEET SNI. <br />THIGQNESS AS PER SECURED PER STIFFBAOK AT ALL UPRIGHTS <br />axmmi <br />SHEET SNI. SECURED =' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PER FASTENER OR I/1' HIGH 9' 9' <br />SCHEDULE PRE-ENG UID. TRUSS Zx FASCIA PER <br />STRENGTH CLG. 2x FASCIA PER MAx Ax. <br />BOARD REFERENCE ELEVATIONS O ELEVATIONS <br />VAT STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />PRE-ENG TRUSS SEE ENERGY CODE FORTIS -EW77R41.45 WALL SHEATHING CCNT. 2x RAT STRUCTURAL DETAILS SE RED PER <br />INSULATION R-VALUES THICKNESS AS PER WALL SHEATHING <br />REFERENCE STRUCTURAL SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />MTL. DRIP EDGE MTL. DRIP EDGE FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER �+ <br />PER ELEVATION PER ELEVATION $ <br />I.-,. <br />P_ ON SHEET SNI FADER SCHEDULE ` U <br />Zx FASCIA PER 2x FASCIA PER <br />ELEVATIONS O.N. T SNI. <br />ELEVATIONS 5/S' GYPSUM BOARD OR I/2' <br />R-41 INSULATION PRE-ENG. GABLE TRUSS HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRIM <br />VENTED SOFFIT VENTED SOFFIT WEEP SCREED <br />WINDOW ATTACHMENT WEEP 6CREED <br />AS PER MANUFACTURES 2x P.T. SECURED PER <br />SPECIFICATIONS STRUCTURAL DETAILS 2x P.T. SECURED PER <br />R-41 INSULATION STRUCTURAL DETAILS <br />REFERENCE WINDOW ATTACHMENT AS PER <br />STRUCTURAL MANUFACTURES SPECIFICATIONS <br />RENCE <br />Ix2 P.T. FURRING <br />STRUCTURAL <br />STRIPS 24' O.C. <br />1/2' THICK, 2 COAT PORTLAND <br />Ix2 P.T. FURRI NG <br />e' cmDIRECTLY <br />CEMENT PLASTER APPLIED <br />STRIPS 24' O.C. <br />1/2' THICK, 2 COAT POPMAND <br />TO MASONRY <br />1/2' THICK 2 COAT <br />1/2'GYP. WL. BD. <br />CEMENT PLASTER APPLIED <br />1/2' GYP. WL. BD. <br />PORTLAND CEMENT <br />CMU <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />PLASTER APPLIED <br />WOOD BASE <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />° <br />i. 0'-0' FIN. FLR <br />0'-0' FIN. FLR' <br />0'-0' FIN. FLR <br />° ° <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 FBCR 2020 <br />ACCORDANCE WITH FBCR 2020 <br />IT14 EDITION, SECTION R301.13 <br />1TH EDITION, SECTION R301.13 <br />AND 1609.5.E <br />AND 1609.5.1. <br />W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />n W/ WINDOW OPENING <br />SECTION <br />" <br />'� <br />NO OPENING <br />NO OPENING <br />NOTE: <br />NOTE: <br />METHOD TO BE USED FOR THE <br />METHOD t0 BE USED FOR THE <br />SILVERADO <br />LOT #8 <br />BLK #10 <br />PROJECT# <br />03719.001-08101 <br />MODEL- <br />3278—JORDYN II <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 H E . C <br />5 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF K-6-'�1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF ARC E T: <br />D1 SCALE, 3/4'•1'-0' UNDERLAYMENT <br />IN ACCORDANCE scale= 3/4 •r-0 UNDERLAYMENT IN ACCORDANCE <br />WITHTHE D1 WITH FBGR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III TYPE II OR ASTM D4869 TYPE III 9 <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. <br />DATE- 06/25/21 <br />Sc,&XX' AS NOTED <br />SHEET <br />D1 <br />