Laserfiche WebLink
2X4 TOP PLATE <br />p�[� �(� . �� OR 9 <br />PLAN Y V2' DRYWALL 3/8' TOP <br />CHANJEL (29 <br />GA) CORYR OCI1D <br />PRE-FAB TRUSS va• TFllq74* <br />a cony <br />PDRTLA•Crwl aEEI/2' CW. 80ARD PL4lTER 1UCTURN.wI/2' DRYWALLDI35/S' OR 5 3/S' METAL STUDS ruea�+ELL AS TO RLL <br />NOTE: STUD$ IN 24' O.C. 20 GA METAL TO DE zLL na PEPARTITIONS SUPPORTING INSTALLED IN WALLS PWD=T <br />In DRYWALL WALL HUNG PLUMBING RECEIVING UPPER/ LOWER 3 5/8, OR 5 ewuxxoeeo�L MAL WReaCABINETS AND TUB/SHOUER 25 9/S• BOTenneR Snap 144 N. RONALD LONGyyOpD,REA ZAN�BWD. <br />FIXTURES AND WALL GA METAL TO BE INSTALLED CHANNEL (25 PH. 4O 7TFIL 4S078 <br />CABINETS SHALL BE NOT IN ALL OT1ER WALLS. STUDS SECURED *aOrn ALLLESS THAN 2x4, WHERE TO BE SPACED 16' O.G. AT 2ND TO CONC DOOR DUHID (wig FAX 40T-TT440T8 <br />FLOOR WALLS ADJACENT TO �va�L2X4 WooD $PACED NOT MORE STAIR WELLS MID BATHROOM w� R O 3/4• N•.�.�_ DpR�¢t's www.abdesigngroup.com <br />SECURE BT. AA ih. 0003325 <br />PLATE TO SLAB 8TUD8 �24' THAN ib' O.C. OR, NOT WALLS W/ 71LE FINISH WOOD FLOOR —wood SASS WOOD JAMW PERW/ I0d MASONRY O•C• LESS THAN 2x6, WHERE W/ 1/4' WOOD PRODUCT VIERTI oy CIRMI DOOR <br />ARXXICT L RCO. '/ERriGN- TRAGIC DY "AD <br />NAIL • 32' O.C. SPACED NOT MORE WOOD BASEBOARD SCREW B eM^P. ro *Los <br />TRACK mrACP" <br />MAX THAN 24' O.C. w, FROGICr ROOM <br />. SLAB Lj pw°' <br />FIN. FLR- FINISH gAOR <br />1-STORY TYP. INT. WALL i1GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS <br />(j)TYP. INT. WALL (NON-BRG.) 9A METAL STUDS (NON-BRG.) <br />D1 SCALE. 3/4'. i'-0' D SCALE: 3/4' • 1'-0' <br />FIBERGLASS BHINCsLE9 <br />FIBERGLA88 SHINGLES 2X4 8PF 24' OTC. MAX. WITH UNDERLAYMENT <br />WITH WDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. <br />FIBERGLASS SHINGLES AS PER FBCR 905.1.1. • EA. END ROOF SHEATHING <br />WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />SHEET SNI <br />m <br />a <br />oil <br />I <br />i <br />ILL) <br />FIBERGLASS SHINGLES AS PER FBCR 90511 THICKNESS AS PER PER STRUCTURAL DETAILS <br />WITH UNDERLAYMENT PER <br />DERLAYMENT ROOF SHEATHING SHEET SNI. SECURED PER FASTENER SCHEDULE <br />AS PER FBCR 905.1.1. THICKNESS AS PER FASTENER SCHEDULE <br />RDOF SHEATHING SHEET SNI. <br />THICKNESS AS PER SECURED PER STIFFBACK 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 1/2' HIGH g' 9' <br />SCHEDULE STRENGTH CLG. 2x FASCIA PER MAx —PRE-PREWD. TRUSS AX 2x FASCIA PER N <br />BOARD ELEVATIONS O. ELEVATIONS <br />REFERENCE VENTED SOFFIT 4,PER ELEVATION VENTED SOFFIT <br />PER ELEV <br />STRUCTURAL <br />CONT. 2x RAT RUN SECURED PER O SEE ENERGY CODE FORMS FOR' WALL BREATHING STRUCTURAL DETAILS <br />PRE-ENG TRUSS INSULATION R-VALUES PRE-ENG TRUSS, THICKNESS AS PER WALL SHEATHING = <br />REFERENCE STRUCTURAL SHEET SNI. SECURE PER SEE ENERGY CODE FORME FOR THICKNESS AS PER <br />MTL. DRIP EDGE MTL. DRIP EDGE INSULATION R-VALUES <br />m, PER ELEVATION FASTENER SCHEDULE PER ELEVATION SHEET SNI. SECURE PER <br />2x FASCIA PER n-F 2x FASCIA PER ON SHEET SNI FASTENER SCHEDULE <br />ELEVATIONS ON SHEET SNI. <br />ON. ��+ ELEVATIONS 5/B' GYPSUM BOARD OR I/2' <br />R-4.1 INSULATION PRE-ENG. GABLE TRUSS HIGH STREPGsTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />VENTED SOFFIT VENTED SOFFIT WEEP SCREED <br />WINDOW ATTACHMENT WEEP SCREED <br />A8 PER MANUFACTURES 2x P.T. SECURED PER <br />SPECIFICATIONS STRUCTURAL DETAILS 2x PT SECURED PER <br />R-4.1 INSULATION <br />STRUCTURAL DETAILS <br />REFERENCE <br />WINDOW ATTACHMENT ASER <br />STRUCTURAL <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING <br />RENGE <br />STRUCTURAL <br />— <br />STRIPS • 24' O.G. <br />1/2' THICK, 2 COAT PORTLAND <br />Ix2 P.T. FURRING <br />a' Cm <br />CEMENT PLASTER APPLIED <br />ST 24 O. <br />' RIPS a STRIPS 24O.C. <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />1/2' GYP. WL. 50. <br />DIRECTLY TO MASONRY <br />1/2' THICK 2 COAT <br />CEMENT <br />DAPPLIED <br />GYP. <br />S. CMU <br />DIRECTLY TO MASONRY <br />WOOD BABE <br />PLASTER <br />WOOD BASE <br />DIRECTLY TO MASONRY <br />I <br />0'-V FIN. FLRh <br />0'-0' FIN. FLR <br />0'-C' FIN. FILM IL <br />° <br />0'-0' FIN. Pt-R. <br />4' <br />S' crTu <br />° ROOF SHEATHING THICKNESS IS <br />,, a <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-16 IN <br />- <br />a ENGINEERED PER ASCE 7-16 IN <br />4 <br />ACCORDANCE WITH FBCR 2020 <br />a <br />ACCORDANCE WITH FBCR 2020 <br />" 4 <br />1TH EDITION, SECTION R301.1.3 <br />° 4' <br />1TH EDITION, SECTION R301.13 <br />AND I6C9.5.1. <br />AND 1609.5.1. <br />n W/ <br />WINDOW OPENING <br />n TYP. WALL SECTION <br />W/ WINDOW OPENING <br />TYP. WALL SECTION <br />L' <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 />svBDly as LoT <br />ABBOTT PARK <br />LOT #17 <br />BLK #12 <br />PHASE #4C <br />PROJECT# <br />04181.04C-17121 <br />moDEL: <br />4EAB <br />"1672- ARIA" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />r5""\1-ST0RY HIP BLOCK WALL INSTALLATION OF ROOF 6 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />( l SCALE: 3/4'.r-® UNDERLAYMENT IN ACCORDANCE SCALE, 3/4',1,_0. UNDERLAYMENT IN ACCORDANCE T <br />WITH FBCR SC5.1.1.1 OF THE FBCR �� WITH FBCR 905.1.1.1 OF THE FBCR ORI A <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 0486S TYPE III TYPE 11 OR ASTM 04665 TYPE III <br />OR TYPE Iv UNDERLAYMENT. OR TYPE Iv UNDERLAYMENT. 1 <br />A CM <br />AR NO W723 <br />DATE: 02/07/22 <br />SCALE: 1/4"=1'-0- <br />B*EC= <br />D1 <br />