Laserfiche WebLink
2X4 TOP PLATE <br />PLAN <br />PRE-FAB TRUSS <br />1/2' CL.G. BOARD <br />1/2' DRYWALL <br />SECURE BT. - <br />PLATE TO SLAB <br />W/ I0d MASONRY <br />NAIL 0 32' O.C. <br />MAX <br />0'-0' <br />FIN. FLR <br />2X4 WOOD <br />STUDS .24• <br />O.G. <br />SLAB <br />IYV I C: C I UL 1,7 IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN 16' O.G. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />(a:)TYP. INT. WALL (NON- BRG. ) <br />21 SCALE, 3/4'-F-0' <br />GORIQR GLAD <br />I <br />DIP=TLY TO <br />ATtAC+W0 TO PILL <br />CELL AS rm <br />HALANT <br />MACKIIA <br />MOLL NO ALL <br />j_iI <br />TPACK OPIAC"Is <br />PMTNNW TO <br />'_III <br />wCv _ <br />OAPWAD Dom <br />PASTIDED TO <br />2 GAS LINE THRU BLOCK DlI 3 GARAGE DOOR JAMBS <br />Dl SCALE: 11/2'•I'-0• <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. <br />FIBERGLASS SHINGLES AS PER FBCR WD.1.1. • EA END ROOF SHEATHING <br />WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />FIBERGLASS SHINGLES AS PER FBCR 905.1.1. THICKNESS AS PER F'ER STRUCTURAL DETAILS SHEET SNI. <br />WITH UNDERLAYMENT ROOF SHEATHING SHEET SSECURED PER FASTENER SCHEDULE <br />SECURED PER <br />A9 PER FBCR 905.1.1. THICKNESS AS PER FASTENER <br />NER SCHEDULE <br />ROOF SHEATHING SHEET SNI. <br />THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRIGHTS <br />SHEET SNI. SECURED 5/8' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE — PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PER FASTENER OR 1/2' HIGH <br />SCHEDULE PRE-ENG WD, TRUSS 2x FASCIA PER <br />STRENGTH CLG. 2x FASCIA PER MA AX. <br />BOARD REFERENCE ELEVATIONS O. ELEVATIONS <br />PER EL — 1 <br />STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />PRE-ENG TRUSS SEE ENERGY CODE FORMS FO PRE -ENS TRUSS WALL SHEATHING CONT. 2x RAT RUN SECURED PER / <br />INSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS / WALL SHEATHING <br />REFERENCE STRUCTURAL SHEET SNI. SECURE PER J THICKNESS AS PER <br />SEE ENERGY CODE FORMS FOR <br />MTL. DRIP EDGE MTL. DRIP EDGE FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER <br />PER ELEVATION ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />2x FASCIA PER TYP 2x FASCIA PER <br />ELEVATIONS O.N. ELEVATIONS 5/6' GYPSUM BOARD OR In' <br />VENTED SOFFIT VENTED SOFFIT WEEP SCREED HIGH ON SHEET SNI. <br />R-4.1 INSULATION PRE ENG. GABLE TRUSS HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WINDOW ATTACHMENT WEEP SCREED <br />AS PER MANUFACTURES 2x P.T. SECURED PER <br />SPECIFICATIONS <br />STRUCTURAL DETAILS <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />REFERENCE WINDOW ATTACHMENT AS PER <br />STRUCTURAL MANUFACTURES SPECIFICATIONS <br />ERENCE <br />Ix2 P.T. FURRING STRUCTURAL <br />STRIPS . 24- O.G. <br />In' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING <br />STRIIn' THICK, 2 COAT PORTLAND s' cm CEMENT PLASTER APPLIED IR' THICK, 2 COAT GYP•WL.•BD. <br />CEMENT PLASTER APPLIED In, GYP. WL. BD. DIRECTLY TO MASONRY <br />PORTLAND CEMENT 'GMU <br />DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED WOOD BASE <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR 0'-0' FIN. FLR 0-0' FIN. FL L,L ILI_ i, 0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS L <br />f <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASGE I-I6 IN ENGINEERED PER ASCE '1-16 IN <br />a: ACCORDANCE WITH FBCR 2020 ACCORDANCE <br />E WIT 02020 <br />ITH EDITION, SECTION R301.13 <br />113 <br />AND 1609.5.1. <br />AND 1605.5.1. <br />W/ WINDOW OPENING n TYP. WALL SECTION n W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING " NO OPENING <br />NOTE_ NOTE_ <br />METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE <br />(j)1-STORY HIP BLOCK WALL INSTALLATION OF ROOF 6 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE: 3/4••1'-& UNDERLAYMENT IN ACCORDANCE SCALE, 3/4•.I'-V' UNDERLAYMENT IN ACCORDANCE <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 'ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 04869 TYPE III TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. OR TYPE Iv UNDERLAYMENT. <br />A R C H I T E C T S <br />6 <br />Design <br />Grob LLC. <br />y44 LONGWOOD, FL 32750 �� V <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />pr DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813S86-2628 <br />FAX: 813.886-2802 <br />8UBDIV. do LOT <br />IN <br />SILVERADO <br />LOT #17 <br />BLK #10 <br />PROJECT* <br />03719.001-17101 <br />MODEL3278-JORDYN II <br />GARAGE SWIWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150A EVA C <br />JUL 1217 <br />Dw1'E` 07/12/21 <br />BCALE: AS NOTED <br />SHEET <br />D1 <br />