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2X4 TOP PLATE A R C N I T E C T 2 PLAN PRE-FAB TRU88 COWWt DEAD ut• fltac i COAi s• CMY OEE IR' CLG. BOARD D7R1G1RCO' Fat D4t4CTLY t0 „ba tY 2x.P..tD Desi n NOTE: STUDS IN ATTACWW TO FLL C�A,s� Grou PARTITIONS SUPPORTING pea 1R• DRYWALL WALL HUNG PLUMBING FIXTURES AND WALLw• BACKM 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 CABINETS SHALL BE NOT �r� PH:407-774t>078 LESS THAN 2X4, WHERE �P x++KFawo�tuc ��s Doaw rwas� FAX 407-774407E SECURE BT. 2X4 WOOD SPACED NOT MORE w•at'.t�eo. TRnCK eRnaa<M TACKS TC AAA R: 0003 25.com PLATE To SLAB 9=8 024' THAN 16' O.C. OR NOT woo twat umoD aae rFat W/ 10d MASONRY O�• LESS THAN 2xro, U)HERE AEQ ~WAL T"M r er OA%MD NAIL • 32' O.G. SPACED NOT MORE by PA6�To VE DRAFTING BY: MAXDESIGN THAN 24' O C. " A B. PROW=PIWVAL DRAFTINGMON SLAB FWQ 5439 BEAUMOM CENTER BLVD. CENTER TER B SUITE 1004 FIN. FLR TAMPA, FLORIDA 33634 �� GARAGE DOOR JAMBS PH:s13-886262B �1GAS LINE THRU BLOCK Fax: sl3sss 2so2 D1 SCALE: 11/2'=I'-0' 1i1 (i TYP. INT. WALL ( NON— BRG. ) �i FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. WITH LNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR SODA. FIBERGLASS SHINGLES AS PER FBCR SMA. • EA. END ROOF SHEATHING WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER SHEET SNL FIBERGLASS SHINGLES THICKSECUREDD PER THICKNESS AS PER PER STRUCTURAL DETAILS WITH RLAYMENT AS PER 905.LL SWEET SNI. SECURED PER AS PER FBCR 11051.1. ROCSHEATHING ING FASTENER SCHEDULE W�E ROOF BREATHING THICKNESS AS PER FASTENER SCHEDULE SHEET SNI. THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRIGHTS amm�no SHEET SNL SECURED 5/8, GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER OR 1/2' HIGH 9• 9' SCHEDULERE-ENG WD. TRUSS 2x FASCIA PER ' STRENGTH CLG. 2x FASCIA PER MAXMAx AX. all!BOARD EFENCE ELEVATIONS o ELEVATIONS T REFERETURAL PER ELEVATION VENTED SOFFIT VENTED SOFFIT PRE-ENG TRUSS SEE ENERGY CODE FOF31S � PRE-ENG TRUSS WALL SHEATHING CONT. 2x RAT RUN SECURED PER INSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS / WALL SHEATHING REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR MTL. DRIP EDGE MTL. DRIP EDGE SHEET SNL R SCHEDULE PER INSULATION R-VALUES THICKNESS A9 PER I,_0, PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER 2x FASCIA PER TYP 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE ELEVATIONS pyPRE-ENS. GABLE TRUSS 4. ELEVATIONS 5/8, GYPSUM BOARD OR IR' ON SHEET 9NL o VENTED SOFFIT � R-4.1 INSULATIONILATION VENTED SOFFIT WEEP 6CRHIGH STRENGTH CLG. BOARDEED PRE-ENG. GABLE TRUSS, p WINDOW ATTA.0 4MEN7 2x PT. SECURED WEEP SCREED ��CATPERMANUFACTURES STRUCTURAL DETAILS P.T. SECURED PER S RND INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS RENCE Ix2 P.T. FURRING 7STRUCTURAL STRIPS 24' O.C. - I/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING 71 a, cm CEMENT PLASTER APPLIED I/2' THICK 2 GOAT PORTLAND DIRECTLY TO MASONRY I!1' THICK, 2 COAT V2 GYP. UlL.•BD. • CMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. PORTLAND _ WOOD BASE DIRECTLY TO MASONRY WOOD BASE - PLASTER APPLIED - DIRECTLY TO MASONRY 0'-0' FIN. FLR� _ 0'-0' FIN. FLR 0'-0' FIN. FLR� a _ 4, 0'-0' FIN. FLR a B' Cfm1u ti W/ WINDOW OPENING TYP. WALL SECTION W/ .a WINDOW OPENING TYP. WALL SECTION A- B all B NO OPENING NOTE: NO OPENING PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN avBDIV. as LOT SILVERADO LOT# 5 BLK# 15 PROJECT# 03719.001-05151 MODEL JORDYN GARAGE STUNG: RIGHT PAGE: DETAILS 150 H E C ( 5�1—STORY HIP BLOCK WALL 4:12, A (2) LAYER uNDERLAYMENT 6 1—STORY GABLE BLOCK WALL nx I T: D1 SCALE: 3/4'.I'-C' SYSTEM IS REQUIRED. FOR ROOF D1 SCALE: 3/4'.I'-V' SLOPES OF 4:12 OR GREATER CU LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE rl IV, OR ASTM D 6151 O NO 93M Drr ART E: 03/02/21 SCALE: AS NOTED SHEET D1