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2X4 TOP PLATE <br />PRE-PAB TRUSS <br />1/2' CLCx SOARD—/""' <br />1/2.' DRYWALL --,_ <br />TVT- <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ VLd MASONRY <br />NAIL • 32' OL. <br />MAX <br />FIN. PLR <br />2X4 WOOD <br />STUDS .24' <br />o_ <br />BLAB <br />NU I t: J I611J:J 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.C. OR NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />1 TYP. INT. WALL NON- BRG. <br />SCALE, 3/4'.I'-m' <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- "5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />S,-,,-�PIPE THROUGH BOND BEAM <br />SCALE: 3/4' • 1'-0' <br />WAX 00 sIAL <br />"We <br />¢ no w-am rote 6" LN <br />2B GAS LINE THRU BLACK <br />FIBERGLASS SHW-ILES <br />OVER W FELT PAPER OR <br />FIBERGLASS SHINGLES <br />SYNTHETIC PRODUCT, <br />OR FELT PAPER <br />I t'� CTION <br />LLED PERa, <br />FIBERGLASS SHNNG <br />OR SYNTHLES <br />SYNTHETIC <br />.1.1 CN O.BB. <br />OVER W FELT PAPER <br />PRODUCT, INSTALLED <br />OR }' COX <br />OR SYNTHETIC <br />PER SECTION RWSSHEATHING <br />OTHSE <br />PLYWOODD PER <br />PRODUCT, INSTALLED <br />ON I}' SHEATHING <br />FASTENER HEPULE <br />PER SECTION R908.1.1 <br />DX <br />CDX PLYWOOD <br />ON J' 0.8.8, SHEATHING <br />S/S' GYPSUM BOARD <br />SE U <br />SECURED PER <br />OR }' CDX PLYWOOD <br />OR 1/2' HIGH <br />FASTENER SCHEDULE <br />I' 0' <br />SECURED PER <br />STRENGTH GLG <br />TYP. <br />FASTENER SCHEDULE <br />BOARD <br />REPERENCE <br />MTL. DRIP EDGE O.H. <br />STRUCTURAL <br />2x FASCIA PER <br />lU <br />ELEVATIONS <br />PRE-ENG TRUSS <br />CO FN! <br />8EE ENERGY DE FORMS <br />14ULATION R-VALUES-ENG <br />TRLtSB <br />VENTED SOFFIT <br />REFERENCE STRUCTURAL <br />PRE-ENG• GABLE TRUSS <br />MTL. DRIP EDGE <br />MTL. DRIP EDGE <br />m' <br />PER ELEVATION <br />WEEP SCREED <br />2x FASCIA PER TYP. <br />2x FASCIA PER <br />ELEVATIONS OJ4. <br />ELEVATIONS <br />2x P.T. SECURED PER <br />VENTED SOFFIT <br />R-4U INSULATION <br />VENTED SOFFIT <br />STRUCTURAL DETAILS <br />ATTACHMENT <br />AS PER MANUFACTURES <br />�WINDOW <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. PURRING <br />STRIPS o 24' O.G. <br />1/2' THICK, 2 COAT PORTLAND <br />8' CMU <br />CEMENT PLASTER APPLIED <br />1/2' THICK, 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />I/2' THICK, 2 GOAT <br />CEMENT PLASTER APPLIED <br />1/2' GYP. WL. BD. <br />PORTLAND CEMENT <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />PLASTER APPLIED <br />�— <br />DIRECTLY TO MASONRY <br />0 -0� <br />a - <br />a. <br />Q' <br />�W/ WINDOW OPENINGWINDOW OPENING <br />� 0'-0' PIN. FLR <br />B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />4 1-STORY HIP BLOCK WALL �OLAYER IUNDERLAYMENT SYSTEM <br />SCALE, 9/4'-F-0' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE 11, <br />ASTM D 486E TYPE IV, OR ASTM D <br />6-15'1 <br />W' iMM 2 COAT - <br />P'ORTLMG CEMW <br />PLMTBR Ammo <br />De®cTLY TO <br />PRODYCT <br />APPROVAL 11Ni <br />cow MEAD <br />Pcmm <br />GTMAZr VAL ►M <br />2.0 P.T. YD <br />ATTACM87 TO ML <br />CeLL As MR <br />PIsoDIICT <br />API.1eOVAL Ao. <br />INIAL* T " <br />eACKM Roo <br />OT o"4m <br />/ � GARAGE DOOR JAMBS <br />SCALE: 1 1/2' • I'-0' <br />2X4 SPF 24' O.C. MAX. <br />SECURE UU (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSESt94TRUOTURAL <br />FIBERGLASS SHINGLES <br />PER STRUCTURAL DETAILSOVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />Ra.+06.1U ON I}' OAJ5. <br />STIFFBACK AT ALL UPRIGHTSSHEATHING OR }' COX <br />PER STRUCTURAL DETAILSPLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG WD. TRUSS MTL. DRIP EDGE <br />PER ELEVATION2x FASCIA PER <br />ELEVATIONS <br />CENT. Zx RAT RUN SECURED PER <br />STRUCTURAL DETAILS TED SOFFIT <br />SEE ENERGY CODE FORMS FOR-ENG. GABLE TRUSSNSULATICN R-VALUESPER ELEVATION P SCREED5/8' GYPSUM BOARD OR 1/2'.T. SECURED PER <br />HIGH STRENGTH CLG. BOARD DETAILS <br />a. <br />�W/ WINDOW OPENINGWINDOW OPENING <br />R-4U INSULATION � I/2' THICK Z GOAT <br />WINDOW ATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SP'ECIPICATICNS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />STRUCTURAL <br />44 P.T. FURRING E 1'; <br />STRIPS 24. OC. E3 <br />1/2' GYP. WL. BD. S. CMU <br />WOOD BASE <br />— 0'-0' FIN FLR <br />a' <br />TYP. WALL SECTION B <br />NO OPENING <br />5 1-STORY GABLE BLOCK WALL <br />SCALE, 3/4'•I'-0• <br />A III t M I T e t T 8 <br />Ggn <br />rousu'= <br />— LONG'Z , FL 32780 '­ <br />PH: 407-7744078 <br />FAX:407-774.4078 <br />www.abdesl*Woup.com <br />AA R: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886.2628 <br />fAX: 813888.2802 <br />