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7X4 TOP PLATE <br />KAN <br />CCI <br />PRE-FA6 TRUSS v!• TFXC1. J COAT <br />aaA <br />Vi' CLCi BOARD AMA aT0mAL FMDIIlCRT 7O m"voc <br />MASOMr Jn• P.T. WD <br />ATTACHM TOFU <br />NOTE: STUDS IN 5' DIA. SLEEVE, CILLdSFM <br />PARTITIONS SUPPORTING DO NOT CUT M PW AL MIA <br />1/2' DRYWALL WALL HUNG PLUMBING RE5AR-ALLxAro4 ° 0IALMTf <br />FIXTURES AND WALL BACKM woo 1441 N. RONALD REAGAN BLVD <br />CABINETS SHALL LLIBE NOT PIPE WeATIaRSnaP LONG407-77 L32780 <br />BOND BEAM DO NOT GUT IYn�e�BosRR•.a wD� PH: 407-7748078 <br />LESS THAN 2x4, WHERE �„ aWv.er� D�MAMP.) FAX:407-7744078 <br />SPACED NOT MORE SOLID GROUT THE BOND rRnacaRap�er• www.abdeslgngroup.com <br />SECURE DT. 2X4 WOOD W/ !11. 5 BEAM "ADT°'RD tO AA #:0003328 <br />PLATE TO SLAB STUDS •74• THAN 16' O.C. OR, NOT _ V"= SAM Wo= JAM MR <br />oG (2)COURSE REBARS nsdourr aa.v.STD � Dom <br />W/ 10d MASONRY LESS THAN 2x6, WHERE <br />NAIL . 32' O"' SPACED NOT MOIa'1: <br />MAX THAN 24' O.C. <br />-- <br />, .. '. ' <br />AFWVWVAL Rea VeRTIDAL TRaac eY onam <br />iATsmsD To Rcnrl <br />TARoDRACKM <br />pwT <br />..SLAB <br />ArrlsoVAL Rso. <br />FIN, FLR <br />2A PIPE THROUGH BOND BEAM <br />2s GAS LINE THRU BLOCK <br />a GARAGE DOOR JAMBS <br />D1 SCALE:3/4'.I'-0' <br />fd <br />D1 SCALE: I I/2'.I'-' <br />'"'•'°' <br />TYP. INT. WALL (NON—BRG.) <br />D1 SCALE: 3/4'-l'-m' <br />@ <br />FIBERGLASS SHINGLES <br />OVER �30 FELT PAPER <br />FIBEW30-ASS SHINGLES <br />OVER 030 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />2X4 SPF 24' O.C. MAX. <br />SECURE W/ (2)12d NAILS <br />S EA. END <br />FIBERGLASS SF+MGLES <br />2x BLOCKING BETWEEN TRU88E9 �30 T <br />aIla <br />R <br />FIBERGLASS SHINGLES OR SYNTHETIC RWS.1.1 ON J' O.SZ. PER STRUCTURAL DETAILS OVER FEL PAPER OR <br />OVER W FELT PAPER PRODUCT, INSTALLED SHEATHING OR �' CDX OVER PRODUCT, <br />OR SYNTHETIC PER SECTION RW51.1 PLYWOOD SECURED PER INSTALLED PER SECTION <br />PRODUCT, INSTALLED ON �' O$E. SHEATHING FASTENER SCHEDULE R905.1.1 ON I}' O$.B. <br />PER SECTION R905.1.1 OR I' CDX STIFFSACK AT ALL UPpdGI4TS 814EATHMG OR J' CDX <br />ON J' OAS. SHEATHING 9/8' GYPSUM BOA PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />OR J' CDX PLYWOOD OR 1/2' ITOGW SECURED PER I 0 I 0' <br />SECURED PER STRENGTH CLG. FASTENER SCHEDULE TYP. TYP. FASTENER SCHEDULE <br />FASTENER SCHEDULE BOARD MTL. DRIP EDGE PRE-ENG� MTL. DRIP EDGE <br />OH. O.N. <br />STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER <br />ELEVATIONS ELEVATIONS <br />SEE ENERGY CODE FORMS CONT. 2x RAT RUN SECURED PER 0 <br />P�-� INSULATION R-VALUES PRE-' TRU89 VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT <br />MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULF- ATION ENERGY <br />R-VCODEEFORM9 FOR <br />PER ELEVATION I°RE ENG• GABLE TRUSS PRE•ENG. GABLE TFU88 <br />m• WEEP SCREED PER ELEVATION WEEP SCREED i <br />2x FASCIA PER tYP, 2x FASCIA PER <br />ELEVATIONS o,H, ; ELEVATIONS 2x P.T. SECURED 5/0, GYPSUM BOARD OR 1/2' <br />R-4.1 INSULATION STRUCTURAL DETAILS STPoJCTUR SECURED <br />S <br />PER <br />VENTED SOFFIT VENTED SOFFIT NK#i STRENGTH GLG. BOARD <br />�WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />R-4.1 INSULATION <br />1/2' THICK, 2 COAT <br />RIEPERENC <br />WINDOW ATTACHMENT AS PER <br />PORTLANDT <br />STRUCTURALE <br />MANUFACTURES SPECIFICATIONS <br />APPLIED <br />RENCE <br />DIRECTLY TO MASONRY <br />Ix2 P.T. FURRING <br />STRUCTURAL <br />STRIPS • 24' O.C. <br />1/2' THICK, 2 COAT PORTLAND <br />ix2 P.T. FURRING <br />S CNR1 <br />CEMENT PLASTER APPLIED <br />• Or- <br />1/2' THICK2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />' THICK, 2 COAT <br />1/10EMENT <br />GYP. ILL. W. <br />CEMENT PLASTER APPLIED <br />1/2' GYP. ILL. BD. <br />PORTLAND <br />, cm <br />DIRECTLY TO MASONRY <br />WOOD ®A <br />PPLIED <br />WOW BASE <br />DIRECTLY TO MASONRY <br />I <br />0'-0' FIN. FLIR. <br />0'-0' FIN. FLR. <br />0'-0' FIN. FLR <br />0'-01 FIN. PLR <br />a m <br />e• cMu4 <br />ti. <br />4 <br />n W/ <br />WINDOW OPENING <br />TYP. WALL SECTIONWALL SECTION <br />W/ WINDOW OPENING <br />TYP. WALL SECTION <br />" <br />� <br />B <br />NO OPENING NOTE: <br />NO OPENING <br />PER SECTION W5.1.1 - FOR ROOF <br />SLOPES 2112 TO LESS THAN 4:12 A <br />BtmDIV. to La <br />SILVERADO <br />LOT #28 <br />BLK. #18 <br />PROJECT* <br />04128.002-28181 <br />MODEZA <br />4EBB <br />"1828—CALI" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH XP. <br />4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 5 1—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'"I'-C' IS REQUIRED. FOR ROOF SLOPES D� SCALE. 3/a'.r-m' <br />OF 4:12 OR GREATER, (U LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE 11, <br />ASTM D 486S TYPE IV, OR ASTM D 2 <br />6'15� <br />A <br />NO <br />DATE. 6/09/20 <br />NICAL.E: 1/4"=1'-0" <br />8HEET <br />D1 <br />