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op FIBERGLASS 5HINGLE5 <br />FIBERGLA66 514MLE5 <br />A It ; H I T E C <br />OVER 030 FELT PAPER <br />OVER d3O FELT PAPER <br />--2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />INSTALLED PER F15CR <br />INSTALLED PER FBCR <br />TRUSSES WHERE 'X' BRACING <br />OVER 030 FELT PAPER <br />Rw5.2�1 ON a* O.S.e. <br />R��05.21 ON a' O.S.5. <br />IS PRESENT <br />INSTALLED PER F5CR z <br />6 <br />SHEATHING OR i' CDX <br />5HEATHIW_. OR J' Cr->X <br />FRS052.1 ON a* OSB. <br />PLYWOOD SECURED PER <br />PLYWOOD SECURED PER <br />SHEATHING OR J' Cox raz_66�'� <br />FASTENER SCHEDULE <br />PRE -ENG TRUSS I <br />FASTENER SCHEDULE <br />PT. IX2 W1 MTL. r-:>R(f' EDGE <br />.--PRE-ENG <br />GABLE TRUSS <br />CONT. 2 4 RAT RUN SECURED <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE SEE ENERGY CODE FORMS <br />DN' <br />Wou 012. <br />P.T. IX2 W/ MTL. DRIP EDGE SEE ENERGY CODE FORMS <br />x <br />PRE-ENG TRUSS <br />G IF <br />FOR INSULATION R-vALUES <br />2x4 OR 2x& SU5-5AND PER <br />W/ (2)12cl's a EACH TRUSS <br />FOR INSULATION R-vALUES <br />2x4 OR 2x& SU5-5AND Gypsum 50ARD OR <br />ELEVATIONS <br />P.T. IX2 W/ MTL. DRIP EDGE GYPSUM BOARD OR <br />l"i IN RONALD REAGAN BLVD. <br />PER ELEVATIONS HIGIL4 STRENGTH CLG. <br />VENTED ALUM. SOFFIT <br />2x4 OR 2x(o SU5-BAND HIGH STRENGTH CLG. <br />BOARD <br />NGWOOD, FL 327'j <br />LO 50 <br />0 <br />VENTED ALUM. SOFFIT BOARD <br />PER ELEVATIONS <br />PH: 407-774-6078 <br />DOUBLE TOP PLATE TWIST STRAP VERIFY W/ <br />STIFFBACK (SEE SEALED <br />VENTED ALUM. SOFFIT SIMPSON <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />WINDOW HEADER SIZE TRUSS PLAN <br />TRUSS ENG. FOR SIZE 4 <br />SEE ENERGY CODE FORMS <br />SP2 a EA. lk <br />AA #: OOM25 <br />A-I=a -=- <br />FOR INSULATION R-vALU=S <br />1,0000 UPL IFT 2X5 STUD <br />OPENING SEE HEADER WINDOW ATTACHMENT AS L-c"INL�1 I II.,N/ CONNECTOR <br />SPAN CHART FOR PER MANUFACTURES SECURE 2x4 PLATE To WALL W/ 2x& SYP 02 <br />SPECIFICATIONS GYPSUM BOARD OR D5L TOP <br />DETAILS ----JNN i'xro' THRU -BOLTS o 321 O.C. HIGH STRENGTH CLG, PLATE <br />O.S.B. SHEATHING OF, I- WINDOW SILL MAX THEN SECURE GABLE TO BOARD DRY WALL <br />CDX PLYWOOD. 2x4 PLATE W/ 12d's 8' O.C. MAX WALL <br />ATTACHED PER FASTENER OR DOUBLE TOP PLATE SHEATHING J'DIA ANCHOR BOLT <br />SCHEDULE ON SHEET D5 2x STUDS * 1(o' O.C. MAX W/ SECURE GABLE TO D5L TOP WINDOW ATTACHMENT AS AT Iro' O.C. MAX WITH -1 <br />INSUL., SEE ENERGY CODE 2x$ SYP On2 EMBEDMENT AND 2' <br />I/V THICK, 3 COAT FORMS FOR INSULATION PLATE W/ SIMPSON HTC4 tv 24' PER MANUFACTURES WOOD STUDS DIA. WASHER <br />PORTLAND CEMENT R-VALUES O.C. MAX SPECIFICATIONS AT 12' O.C. MAX <br />SIMPSON 5PI <br />PLASTER OVER WINDOW HEADER SIZE VARIES WINDOW SILL ID EA. 2X6 <br />EXPANDED GALVD J' T 4 G SUEFLOOR GLUED PER WINDOW OPENING SEE <br />METAL LATH ON AND SCREWED AS PER HEADER SPAN CHART FOR 2x STUDS 0 lro' O�C. MAX W/ STUD <br />FORTIFIBER JUM50TEX FASTENER SCHEDULE DETAILS INSUL., SEE ENERGY CODE <br />GRADE 'D' PAPER OVER FORMS FOR INSULATION 2xB P.T. SYP 02 <br />O.S.B. SHEATHING OR J'cr->x R-vALUES 0 SOLE PLATE (1) COURSE TIE -BEAM <br />TYVEK BUILDING WRAP PLYWOOD. ATTACHED PER t__ POURED SOLID WITH <br />(REFER TO STUCCO FASTENER SCHEDULE ON SHEET T 4 G SUIEFLOOR GLUEr_> z - <br />w CONCRETE, (1) S <br />SPECS FOR COMPLETE 05 AND SCREWED AS PER IL REBAR HORIZONTALLY <br />INFORMATION) -1/8' THICK, 3 COAT PORTLAND ----T---FASTENER SCHEDULE 0 <br />NOTE: SHEATHING MUST CEMENT PILASTER OVER pi 0- <br />I PRECAST LINTEL <br />EXPANDED GALvD METAL LATH w <br />NOT BREAK V-4'MIN. PRE-ENG FLOOR TRUSS ON FORTIFIBER JUMBOTEX 2111 <br />FROM 2ND FLR LINE (INSTALL PER MF,3. SPECS.) GRADE 'D' PAPER OVER TYVEK I[L WIN -DOW ATTACHMENT AS <br />2x4 CONT. 0 TOP AND 5T, GYPSUM BOARD OR BUILDING WRAP (REFER TO w PER MANUFACTURES <br />Or FLR TRUSS (TOP 2x4 SPECIFICATIONS <br />HIGH STRENGTH CLG. STUCCO SPECS FOR COMPLETE <br />SUPPORTS 5T PLATE OF BOARD INFORMATION) PRE-ENG FLOOR TRUSS PRECAST SILL <br />2ND FLR, BTM. 2x4 15 FOR CONC. FILLED LINTEL BILK W1 NOTE� SHEATHING MUST NOT (INSTALL PER MFG, SPECS.) Z_ S RE5AR is Iro' <br />WALL SHEATHING NAILER) BREAK 11-41 MIN. FROM 2ND FLR <br />FASTEN EACH 2X4 R155ON (1) 05 REIBAR CONTINUOUS LINE Gypsum BOARD OR Z' V O�C. MAX, IN <br />W1 (5� 12d NAILS 0 EAC�H SEE ENERGY CODE FORMS HIGH STRENGTH CLG. w CONCRET� <br />TRUSS. 5TM. RIB50N TO BE 2x4 CONT. * TOP AND ST. Or BOARD POURED CELLI Ix2 P.T. FURRING STRIPS <br />FOR INSULATION R-VALUES FLR TRU55 (TOP 2x4 SUPPORTS VERIFY PER Iro, O.C. <br />P.T. PRECAST LINTEL 5T PLATE OF 2ND FLR, 15TM. 2x4 CONC. FILLED LINTEL BILK W/ u- t PLAN. gL 7 4-z /lP <br />WEEP SCREED WINDOW ATTACHMENT AS IS FOR WALL SHEATHING (1) S RE5AR CONTINUOUS a alcmu <br />(SEE DETAIL 2/r->3) PER MANUFACTURES NAILER) FASTEN EACH 2X4 -6 SEE ENEW. I/2'GYfl. WL. 150. <br />SPECIFICATIONS RIBBON W/ (5)12d NAILS 6 PRECAST LINTEL CODE rowys <br />EMBED. STRAP VERIFY PRECAST SILL EACH TRUSS. 5TM. R15BON TO WINDOW ATTACHMENT AS (1) 04 CONTINUOUS REBAR <br />W1 TRUSS PLAN BE P.T. FOR <br />(1) S RE15AR VERTICALLY PER MANUFACTURER WOOD BASE <br />V THICK, 3 COAT 13 INSULATION <br />PORTLAND CEMENT W1 CONC. POURED CELL WEEP SCREED SPECIFICATIONS 9 (1) R-vALUE5 z 04 RE5AR 4V LONG <br />PLASTER APPLIED lx2 F.T. FURRING STRIPS (SEE DETAIL 2/D3) PRECAST SILL fil r IL 0 Wlro ' HOOK is 24' OC., <br />EMBED. STRAP VERIFY -�3 - < ;� < MIN. 24' IN SLAB <br />DIRECTLY TO MASONRY 0 Irol orc, W/ TRUSS PLAIN (1) W5 REBAR VERTICALLY 0- -A K W <br />`L� 2 _011 (t'11N. <br />2—STORY 5, CMU C CELL IN 5LA5) <br />CON . FOUREr <br />1/2, GYP. WL. BD. THICK, 3 COAT lx2 P.T. FURRING STRIPS 0 <br />FIRST FLOOR PORTLAND CEMENT t-- f� I <br />�_��WOOD BASE O.C. <br />BLOCK SECOND PILASTER APPLIED z <br />DIRECTLY TO MASONRY a, CMU <br />rj_-�FLOOR FRAME 112 - CST P. WL. BD. WALL <br />4' CONC., REINF. W/ (o'xro' <br />2—STORY GABLE WOOD 15ASE FWI.4XWI.40 UALM ON ro-MIL POLY <br />SECTION <br />FIRST FLOOR WOOD ETHYLENE VAPOR RETARDER ON <br />OMPACTED CLEAN FILL <br />BLOCK SECOND FRAME TO W TERMITE TREATMENT SHALL BE <br />> BORA-CARE <br />(3) 05 RE5AR ON CHAIRS <br />A�FLOOR FRAME� 2'- 0 <br />SCALE: 3/4'-I'-V <br />2x STUDS 6 1&' O.C. MAX W1 O.S.B. SHEATHING OR r_Dx 2x STUDS a 16' O.C. MAX W/ NOTE: <br />IN_O�UL., SEE ENERGY CODE PLYWOOD. ATTACHED PER N5UL., SEE ENERGY CODE PER F5CR'305.21 - FOR ROOF SLOPES 2:12 TO <br />FORMS FOR INSULATION FASTENER SCHEDULE ON SWEET FORMS FOR INSULATION LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />CIS PLACE SIRA" SPACED <br />R-vALUES R-VALUES SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF EXTERIOR WALL STM$ AND FASTENED AS <br />116- THICK, 3 COAT PORTLAND MALL SWEATWk-r. NOT <br />T 4 G su5rLooR GLUED 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 SWOUN FOR CLARITY) <br />T 4 G SLIEFLooR GLUED CEMENT PLASTER OVER ADDITIOUNTAWLSTaPAP <br />PERMITTED BUT MUST BE PER ASTM D22ro TYPE FASTEN EA( �A <br />AND SCREWED AS PER EXPANDED GALV'D METAL LATH AND SCREWED AS PER LWN STUDS TO BLOCK UALL :w <br />USP MSTA" STRAP UTW <br />FASTENER SCHEDULE ON FORTIFIBER JUMBOTEX FASTENER SCHEDULE 11, ASTM D 4E*'5 TYPE IV, OR A5TM D 6151 FASTENERS AS 614OUN. "TALL <br />- ----------- GRADE 'D' PAPER OVER TYY=K STRAP . EA. END (UND) A MIN (10) Wd COMMON NA LS <br />I,.LuiJ <br />L IV. 89 <br />*'um L02� <br />SILVERADO <br />LOT 28' <br />BLK 6 <br />PROJMT# <br />04128.000-02861 <br />3WDZZ, <br />4EAB <br />"1672—ARIA" <br />GAPLAGS OWWO: <br />RIGHT <br />PAGM: <br />MONOLITHIC <br />2—STORY <br />WALL <br />SECTIONS Sc NOTES <br />L 150 MPH EXP. B I <br />SPACE STRAM AS FOLL <br />BUILDING WRAP (REFER TO 3/4' T 4 G SUBFLOOR GLUED -110 MP14 V, 32")o'!_' ,,--INTO STLD M148 DIA X 1 112- <br />STUCCO SPECS FOR COMPLETE AND SCREWED As PER lo MPH 'C'. 32 Or- LOW.) � ARCHnr=cT.- <br />MPW V. 40: 0, STATE OF FL( RIDA <br />INFORMATION) FASTENER SCHEDULE ON -140 MPH V 48' Or- <br />2x4 CONT. o TOP AND 5T. OF SHEET D2 TOP OF STM WALL <br />FLR TRUSS (TOP 2x4 SUPPORTS SOLE _ft­AtE <br />5TM. 2x4 FILL ALL REMAIN STRAP <br />5T PLATE OF 2ND FLR, WOLSO W1 Wd NAILS INTO <br />PRE-ENG FLOOR TRUSS 15 FOR WALL SHEATHING NAILER) PRE-ENG FLOOR TRUSS FASTEN EACH 2X4 FRI55ON W/ WOO ISACKW. <br />FASTEN EACH 2X4 R155ON W/ (5) (5)12cl NAILS a EACH TRUSS. 00 NOT PLACE SCRW IN <br />SIMPSON HETA-Iro EMBED. 12d NAILS o EACH TRUSS. 5TM. 1, GYPSUM 5OARr_> OR 5TM. R15SON TO BE P.T. TOP OF T WOLA NEAREST TO 70P <br />STRAP 0 32' O.C, MAX VERIFY R155ON TO BE P.T. HIGH STRENGTH CLG. MASONRY wAkLIL OF BLOCK WALL <br />W/ TRLISS PLAN LLEEP SCRSED 50ARD PRE-ENG FLOOR TRUSS CONNECT BOTTOM OF <br />(SEE DETAIL 2/D3) (INSTALL PER MFG. SPECS) STRAP TO CM BLOCK WALL :RO)LAND 4A.0RA <br />, W 1 4 <br />F__ W1 (1) 3/16' CIA X 1-1/4' AFR NO 23 <br />GYPSUM 50ARD OR EMBED. STRAP VERIFY CONIC. FILLED LINTEL 5LK W/ CM BLOCK WALL LOW. TAPGON MASOIW <br />(1) 05 RE15AR CONTINUOUS CONC. FILLED LINTEL EILK W/ SCREW& <br />HIGH STRENGTH CLG. 50ARD W1 TRUSS PLAN (1) S RE15AR CONTINUOUS 11/09/17 <br />%'THICK, 3 COAT PORTLAND <br />CEMENT PLASTER APPLIED OCAXMk 1/4"=V-0" <br />DIRECTLY TO MASONRY RIBBON EXTERIOR STUD WALL CONNECTION 9*01111" <br />FLOOR CONNECTION AT PARALLEL/ ASTENI�NG DETAIL r:;--\TO FIRST FLOOR MASONRY WALL <br />­VERPENDICULAR PRE—ENG FLOOR TRUSS S D 4 <br />'-ALE: 3/4'-l'-O' <br />r 5C <br />