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2X4 TOP PLATE <br />MAN Put <br />COMM DEAD J./► <br />PRE-FAB TRIM V2' THac 2 COAT <br />s• a'u SIR <br />VI' CLG. Bat <br />OARD =.-Ar�PL. aTRSTu•AL role <br />D"mmy TO �•�•B r <br />KAGONtY 7:6 P.T. WD <br />ATTAaueo TO I" • <br />NOTE: STUDS IN 5' DIA. SLEEVE, C� A• P R <br />PARTITIONS SUPPORTING DO NOT CUT AL 1M <br />IR• DRYWALL WALL HUNG PLUMBING REBAR a•ax,vo •eaL a AL4W <br />FIXTURES AND WALL PIPE 1441ORLAN. R ND�O, FL32750 <br />REAGAN �w <br />CABINETS SHALL BE NOT r4tLORnALL <br />LESS THAN 2x4, WHERE BOND BEAM O NOT CUT ip'we� eeow G"LM �M�J A 407-74.408 <br />SOLID GROUT THE BOND OALV. aTe� FAX 407a744078 <br />SPACED NOT MORE av TR"GCOTa viww.aLxlesigngroup.com <br />SECURE BT. 2X4 WOOD W/ (1)- 5 BEAM "+•e^'•1°D• PA*TENW To <br />STUDS 024' THAN 16' O.G. OR NOT _ •vcD a.re moon uro PER AA A: 0003325 <br />W/ Wdd TMASONRY OG LESS THAN 2x6, WHERE (2) COURSE _ _ KEBABS PRODUCT Wn GaLvnenc.eL�LTwAm err OTW Ao DOOR <br />NAIL • 32' Os. SPACED NOT MORE aeTers=c TO GLUE pT ~ DRAFTING BY: <br />MAX THAN 24' O.C. Room A.B.PRODUCT DRAFTING GROUP <br />BL.AD AP✓�Oval REO. 5439 BEAUMON( CENTER BLVD. <br />®i-0• SUITE 1004 <br />FRL PLR TAMPA, FLORIDA 33634 <br />r2A-- PIPE THROUGH BOND BEAM 2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS PH: S13S862625 <br />FAX 8138864802 <br />1 TYP. INT. WALL(NON-BRIG.)D1 SCALE:3/4'=I'-0' D D1 SCALE: 11/2'.1'-0• <br />D1 SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES Q <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) 12ci NAILS AS PER FBCR WDJJ. <br />FIBERGLASS SHINGLES AS PER FBCR Smi.1. • EA END ROOF SHEATHING <br />WITH UNDERLAYMENT ROOF SHEATHNG 2. BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />FIBERGLASS SHINGLES THICKNESS AS PER SHEET SNL <br />WITH UNDERLAYMENT AS PER FBGR 905.1.1. SHEET SNL SECURED PER PER STRUCTURAL DETAILS <br />AS PER PSCR SM.U. ROOF THICKNESS <br />A P SECURED PER a <br />ROOF SWEAT14NG 614EETJESS AS PER <br />FASTENER SCHEDULE FASTENER SCHEDULE <br />THICKNESS AS PER SHEET BNL STIFFBACK AT ALL UPRIGHTS w r w e w w w e <br />SHEET SNL SECURED SECURED PER PER STRUCTURAL DETAILS <br />PER FASTENER 5/S' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE MTL. DRIP EDGE <br />OR 1/2' NIGH 9• 9• <br />SCHEDULE PRE WD. TRUSS 2x FASCIA PER • <br />STRENGTH GLG. 2x FASCIA PER MA) AX. <br />BOARD ELEVATIONS O. ELEVATIONS <br />REFERENCPrRAT STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />SEE ENERGY CODE FORMS FO `` WALL SHEATHING <br />CONT. 2x RAT RUN SECURED PER <br />PRE-ENG TRI188 INSULATION R-VALUES PRE-' TRUSS THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING <br />MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULATION CODE FORMS FOR <br />SHEET SNL SECURE PER THICKNESS AS PER <br />PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER <br />PER ELEVATION O <br />2x FASCIA PER <br />7YP2x FASCIA PER . ON SWEET SNI FASTENER SCHEDULE ,y, ELEVATIONS OR ELEVATIONS PRE-ENG GABLE TRUSS 5/S' GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />VENTED SOFFIT <br />R-4.1 INSULATION VENTED SOFFIT WEEP SCREED G. HIGH STRENGTH CLBOARD PRE-ENG. GABLE TRUSS a <br />WINDOW ATTACHMENT WEEP SCREED <br />AS PER MANUFACTURES 2x P.T. SECURED PER <br />SPECIFICATIONS 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 />-REFERIENCE <br />bQ P.T. FURRING <br />STRUCTURAL <br />STRIPS • 24' O.C. <br />1/2' THICK, 2 COAT PORTLAND <br />Ix2 P.T. FURRING <br />9' CMu <br />CEMENT PLASTER APPLIED <br />STRI1/t• <br />IR' THICK, 2 GOAT PORTLAND <br />DIRECTLY TO MASONRY <br />THICK, 2 COAT <br />GYP•UA-.•BD. , <br />CEMENT PLASTER APPLIED <br />1/2' GYP. WL. BD. <br />PORMAND CEMENT <br />CMU <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />- <br />PLASTER APPLIED <br />WOOD BASE <br />DIRECTLY TO MASONRY <br />0'-0FIN. FLR�, <br />®'-0' FIN. FLR <br />0'-0' FIN. FLR,L <br />— 0'-01 FIN. FLp- <br />F <br />cm <br />. <br />W/ <br />•a <br />' 4 <br />WINDOW OPENING <br />TYP. WALL SECTION <br />W/ WINDOW OPENING n TYP. WALL SECTION <br />ti <br />B <br />ti <br />NO OPENING NOTE: <br />NO OPENING <br />PER SECTION FBCR S05.1.1 - FOR <br />ROOF SLOPES 2.12 TO LESS THAN <br />1P,03719.001-04151 <br />tMDIV. & W7SILVERADOLOT #4 <br />BLK 15 <br />ROJECT# <br />MOE: <br />2795—CAMDEN <br />GARAGE YrING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 APH E B <br />4 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT ill —STORY GABLE BLOCK WALL , <br />D1 SCALE: 3/4'-I'-C' SYSTEM IS REQUIRED. FOR ROOF D1 SCALE, 3/4'-I'-0' <br />SLOPES OF R 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 bl51 E <br />9 <br />C°1A� <br />,�� <br />DATE, 03/03/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />