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2x4 TOP PLATE <br />PL L <br />eoweR DEAD • <br />PRE -FAD TRLiBS V7. 7wCK 2 COAT e' CMl es <br />IRMr. BOARD ;. A STRCTUIM FOR <br />DIIECRY TO K►Alvlom /@R <br />MASONWr 26 Fs. IUD <br />ATTACWD TO FLL <br />NOTE: STUDS IN 5' DIA. SLEEVE, CaLL 'mom <br />PARTITIONS SUPPORTING DO NOT CUT APPFWVAL Rea <br />1/2' DRYWALL WALL HUNG PLUMBING REBAR G""C1D'°°� SsloacmEALANT" <br />1441 N. RONALD RFAGAN BLVD. <br />FIXTURES AND WALL PIPE LK �� � ORLANDO, FL 32750 <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE BOND O 744078 <br />NOT CUT tFac aLRT Te rowsuue �+D (" PH: 407-774E078 <br />SPACED NOT MORE SOLID GROUT THE BOND sTr �Tx. "" °tom °O°F"7°"�' Fax:4o7- ngmup.c <br />SECURE BT. 2x4 wood W/ (1)- 05 BEAM <br />PLATE TO SLAB STUDS 024' THAN I6' O.G. OR NOT _ .aao e.r WOW Are PER aALV eTael. wwwAA #: 0003325.com <br />(2) COURSE REBARS PROW= as#:00033zs <br />W/ 10d MASONRY O'O- LESS THAN 2x6, WHERE -- AFFRDVAL MAL vBmcAL TRACK Or�AD DooR <br />NAIL • 32' oc SPACED NOT MORE °dew r ar ar+e� DRAFTING BY: <br />MAX THAN 24' O.C. F7 J04cr AM " IeOon A B. DESIGN GROUP <br />DRAFTING INC. <br />SLAB AFF7evvAl �. 5439 BEAUMONT CENTER BLVD. <br />®'_d <br />SUITE 1004 <br />FIN. FLR TAMPA, FLORIDA 33634 <br />2a PIPE THROUGH BOND BEAM 2a GAS LINE THRU BLOCK ��GARAGE DOOR JAMBS FAX: 81: 8188E-2628 <br />3866•zBo2 <br />D1 TYP. INT. WALL NON—BRG. SCALE: 3/4'.I'-0' "'''T'+' D1 SCALE: I I/2'•I'-0' <br />D1 SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES Q <br />FIBERGLASS SHINGLES 2X4 SPF 24' OL. MAX WITH UNDERLAYNENT <br />WITH UNDER-AYMENT SECURE UU (2) Md NAILS AS PER FBCR 905.U. <br />FIBERGLASS SHINGLES AS PER FBCR 905U.L • EA END ROOF SHEATHING <br />WITH LNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES T14IC0ESS AS PER <br />FIBERGLASS SHINGLES THICKNESS AS PER SHEET SNL <br />WITH UNDERLAYMENT AS PER FBCR SCS.U. SHEET SNI. SECURED PER PER 9TRUGTURAU_ DETAILS <br />AS PER FBCR 905.1.L ROOF SHEATHING FASTENER SCHEDULE FASTENER <br />PER <br />ROOF SHEATHING THICg,1ESS AS PER FASTENER SCHEDULE <br />THICKNESS AS PER SHEET CURED PER STIFFBACK AT ALL UPRIGHTS <br />SHEET SNI. SECURED 5/8, GYPSUMBOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE ~ a a w <br />PER FASTENER OR 1/2' HIGH e' 9IF <br />SCHEDULE STRENGTH CLG. 2x FASCIA PER MAX PRE-EW. ILO. TRiJ85 Ax. 2x FASCIA PER R <br />ELEVATIONS <br />BOARD REFERENCE ELEVATIONS O �7 <br />PER TI STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT �y <br />PRE _ EW3 TRUSS SEE ENERGY CODE FORME PRE_ T WALL SHEATHING CONT. 2x RAT FAN SECURED PER <br />INSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS 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 ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />2x FASCIA PER TYF-2x FASCIA PER �N <br />ELEVATIONS 0.14. ELEVATIONS <br />PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR I/2' ON SHEET SNI. <br />VENTED SOFFIT R-4.I INSULATION VENTED SOFFIT HIGH STRENGTH CLG, BOARD <br />DEEP SCREED PRE-ENG. GABLE TRUSS <br />WINDOW ATTACHMENT DEEP SCREED <br />AS PER MANUFACTURES 2x P.T. SECURED PER <br />SPECIFICATIONS STRUCTURAL DETAILS <br />P.T. SECURED PER S 8 <br />R-4.1 INSULATION STRUCTURAL DETAILS i09$t <br />REFERENCE WINDOW ATTA;WMENT AS PER <br />STRUCTURAL MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />Ix2 P.T. FURRING <br />STRUCTURAL <br />STRIPS 24' O.C. <br />1/2' THICK, 2 COAT PORTLAND <br />M2 P.T. FURRING <br />e' CMU <br />CEMENT PLASTER APPLIED <br />STRIPS 24' O.C. <br />THICK, 2 COAT PORILAND <br />DIRECTLY TO MASONRY <br />1/2' THICK, 2 COAT <br />I/2' GYP. WL. BD. <br />CEMENT PLASTER APPLIED <br />1/2, GYP. Um_ BD. <br />F'ORTLAND CEMENT <br />8' cmDIRECTLY <br />WOOD BASE <br />TO MASONRY <br />/— WOOD BASE <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FIN. FLR _ <br />_ <br />_ _ 0'-C' FIN. FLR <br />0'-0' FIN. FLR <br />_ — }� 0'-0' FIN. FLR <br />° <br />4 <br />- <br />4 <br />L. <br />W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />W/ WINDOW OPENING TYP. WALL SECTION <br />B <br />ti n <br />NO OENING <br />P NOTE; <br />NO OPENING <br />PER SECTION FBCR W5.1.1 - FOR <br />ROOF SLOPES 2.12 TO LESS THAN <br />StMDrv. Jk LAT <br />SILVERADO <br />LOT #2 <br />BLK 15 <br />PROJECT# <br />03719.001-02151 <br />MODEL.• <br />2795-CAMDEN <br />GAP —%GE 19117MG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH H <br />4 1—STORY HIP BLOCK WALL 4.12, A (2) LAYER UNDERLAYMENT -5-`�1—STORY GABLE BLOCK WALL <br />D1 SCALE: 3/4'-I'-0' SYSTEM IS REQUIRED. FOR ROOF D1 SCALE: 3/4'.I'-0' <br />SLOPES OF 4:12 OR GREATER (1) <br />LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM <br />D226 TYPE II, ASTM D 4869 TYPE <br />IV, OR ASTM D 6'15"1 <br />m937 <br />D ATTE• 03/03/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />