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2X4 TOP PLATE <br />35ro'OR8 <br />�. In' DRYWALL 3ro' TOP <br />CHANNEL f2S <br />GA/ C4ReR BEAD <br />PRE-FAB TRU88 yr %4cK t COAT <br />1/2' C-aL BOARD Pd[tLAHD camw 4!Tw nR FM <br />F'W1R AFTLIED M OWAMME T <br />In' DRYWALL DNOWLY TO <br />3 Dro' OR 3ro' METAL 9'nDb <br />NOTE; STUDS IN 24'Or— 20 GA METAL TO BE nAnorwT � MM <br />A7TAOIBD TO �LL <br />PARTITIONS °..+UPPORTMG INSTALLED IN WALLS <br />v2' DRYWALL WALL HUNG PLUMING RECEIVING UPPER/ LOu�Q 3 Sro' OR 5 •ra am RA�AL EEO. <br />CAB&•ETS AND TUD/BFIOUER 2S. BOTTOM4,pt7R ROD 1441 N. RONALD REAfiAN BLVD. <br />FIXTURES AND WALL GA METAL TO BE INSTALLED CHANNEL (25 MAU=ATRIF LONGWOOD, FL 32750 <br />CABINETS SHALL BE NOT to BE ALL <br />OTWE w WALLS. <br />c nr UDS2ND GA.) SEED ,��.,a ,,n,,,,.L.,c MOLDM ALL PH: 407-774-6078 <br />LESS THAN 2x4, WHERE TO conic <br />AROIw (BY <br />FLOOR WALLS ADJACENT To d., aALv. STEEL Doae nau� FAX: ao7-na-ao7s <br />SPACED NOT MORE I►rAIR wELLa AND BArHRoa I FLooR uv 3/4 w• e.. B W. <br />SECURE MT. 2X4 WOOD PAP 4 TO» W AA M: 0003325 <br />PLATE TO BL46 STUDS rJ4' THAN 16' O.C. OR, NOT WALLS W/ TILE FINISH WOOD FLOOR QALv <br />waD wE eaao rAre FM gn8roup.com <br />V Imd MASONRY oc• LESS THAN 2x6, WHEN uv v4 uKJOD FROD00T VMI AL T o1;��vBsw Dane <br />NAIL • 32' O.C. SPACED NOT MORE WOOD BASEBOARD SCREW +� R� BY MAP. <br />tRAeu Br oneRs <br />F"now TO <br />...'. ROOM <br />MAX THAN 2d' OG. �°a1° <br />. SLAB ARPRT•AL Ao. <br />_CoNC <br />FIN. FLR FINISH FLOOR <br />1-STORY TYP. INT. WALL 2 GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS <br />(I)TYP. INT. WALL NON-BRG. 1A METAL STUDS NON-BRG.w r., D1 SCALE: 11/2•.1'-0' <br />D 1 SCALE. 3/4'.1'-dV D 1 SCALE, 3/4'.1'-m' <br />FIBER3LA88 814INGLES <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) l2d NAILS AS PER FSCR 905.1.E <br />FIBEIdsLASS SHINGLES AS PER PBCR 90b.1.1. • EA END ROOF SHEATHING <br />WITH UNDERLAYMENT SHEATHING 2x BLOCKING BETWEEN TRUSSES THICIQNE88 AS PER <br />SHEET 8NI <br />666 <br />cIm <br />gg <br />ti <br />FISEIInLABS SHINGLES AS PER F5CR °J05.1.1. THIGQ4E88 AS PER PER STRUCTURAL DETAILS <br />WITH LINDERLAYMENT ROOF SHEATHING SHEET 8NI. SECURED PER SECURED PER <br />AS PER FBCR 805.LI. THICKNESS AS PER FASTENER SCHEDULE FASTENER SCHEDULE <br />ROOF 64 EATWM SWEET SNI. 941 <br />THICKNESS A8 PER SEED PER STIFFBACK AT ALL UPRKsHTB <br />SHEET SNI. 6ECURED /8' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PER FASTENER OR . <br />SCHEDULE STRENGTH CLCs 2x FASCIA PER MAx �PRE-EWA R• TRUSS Sax. 2x FASCIA PER ELEVATIONS N <br />BOARD REFERENCE ELEVATIONS o. w <br />STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT f <br />SEE ENERGY CODE FORMS F� ` WALL 81-EATHING CONT. 2x RAT RUN SECURED PER /J Q <br />IS P- ' TIQU86 INSULATION R-VALUES - ' M THICJWESB A8 PER STRUCTURAL DETAIL8 / WALL SHEATHIING i <br />REREPENCE STRUCTURAL 81 EET SNL SECURE PER J THICKNESS AS PER <br />MTL. DRIP EDGE MTL. DRIP EDGE INSULATION R-Y�E FORMS FOR <br />11-0' PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER <br />2x FASCIA PER TYR 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />ELEVATIONS CA. :.�r ELEVATIONS 5M' GYPSUM BOAR OR 1/2' ON SHEET SNL <br />I R-4.I INSULATION PRE-ENG. GABLE TRU88 HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />VENTED SOFFIT VENTED SOFFIT WEEP SCREED <br />WINDOW ATTACHMENT WEEP SCREED <br />f S CATIONS TUREB STRUCTURAL DETA LS <br />2x PT SECURED PER <br />R-4.1 INSULATION <br />STRUCTURAL DETAILS <br />REFERENCE <br />WINDOW ATTACHMENT AS, PER <br />STRUCTURAL <br />MANUFACTURES 8PECIFICATIONB <br />Ix2 P.T. FURRING <br />RENCE <br />STRUCTURAL <br />STRIPS • 24' OC. <br />1/2' THICK. 2 COAT PORTLAND <br />Ix2 P.T. FURRING <br />8' GMU <br />CEMENT PLASTER APPLIED <br />STRIPER 24' O.C. <br />Id' THICK, 2 COAT PORRAND <br />DIRECTLY TO MASONRY <br />I/2' THICK, 2 COAT <br />I�DYP..�BD. <br />CEMENT PLASTER APPLIED <br />I/R' GYP. WL. BD. <br />LAND <br />8, Cr11 <br />DIRECTLY TO MASONRY <br />WOOD gA�APORBTER <br />APP <br />ED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR_ <br />— <br />— <br />0'-0' FIN. FLR <br />0'-0' FIN. FLR <br />— 0'-0' FIN. FLR <br />;. . a . <br />! <br />ecru <br />a . <br />e <br />., v. <br />•' <br />ROOF SHEATHING THICKNESS IS <br />a <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-19, IN <br />a ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />' <br />ACCORDANCE WITH FBCR 2020 <br />..a' <br />4' <br />ITMI EDITION, SECTION R301.13 <br />a.a <br />4 <br />NTH EDITION, SECTION R301.13 <br />AND 16095.1. <br />AND 160B.5.1. <br />A W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />W/ WINDOW OPENING n <br />TYP. WALL SECTION <br />B <br />ke <br />, <br />NO OPENING <br />NOTE: <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />METHOD TO BE USED FOR THE <br />avnDnr. a LOT•. <br />ABBOTT PARK <br />LOT #2 <br />BLK #12 <br />PHASE 4C <br />Pno"wT# <br />04181.04C- 21 1 <br />MODRU <br />4EAB <br />%672-ARIA" <br />OAN.&OR aMNO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />5 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF 6 1- STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE, 3/4%F-m' UNDERLAYMENT IN ACCORDANCE SCALE. 3/4'0-0' UNDERLAYMENT IN ACCORDANCE <br />WITH F5CR .1.1 OF THE FBCR D1 WITH FBCR B05.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES 2020 NTH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 0486E TYPE III TYPE 11 OR ASTM D48613 TYPE III <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. 1p <br />D <br />93723 <br />DA MT 10/28/21 <br />9CALE: 1/4"=1'-0" <br />arsaaT <br />D1 <br />