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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER F5CR <br />RW5.21 ON J* O.S.B. <br />SHEATHING OR J' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />17� IX2 W1 MTL. DRIP EDGE <br />2x4 OR 2xro SUE, -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />EMBED, STRAP VERIFY W/ <br />TRU58 PLAN <br />V THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MA60NRY <br />WOOD <br />CONSTRUCTIC <br />I P <br />�PEE ENERGY CODE FORMS <br />:OR INSULATION R-VALUE5 <br />'GYPSUM BOARD OR J, HIC. <br />PTREWSTH CLG. MOARI-_> <br />:ONC. FILLED LINTEL BLK W1 <br />1) 05 REBAR CONTINUOUS <br />'RECAST LINTEL <br />PEE ENERGY CODE FO5i!M6 <br />OR INSULATION R-vALUE5 <br />)INIDOW ATTACHMENT AS <br />FIER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) S REEAR VERTICALLY <br />W/ CONIC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />0 Irv' O.C. <br />a, CMU <br />1/2' GYP. WL. BID, <br />WOOD BASE <br />1—STORY <br />BLOCK WALL <br />�,� �LE : 314 �*l - IV <br />1/1(0- O.S.B. OR j. r_DX <br />TYVEK BUILDING, WRAP <br />FORTIRBER 5LE)G PAF <br />GALvV MTL. LATH <br />-1/8' TEXTURED <br />FIN1514 0 WOOD <br />Ys' TO V MID WALL <br />LLIEEP 6CREED <br />-a* Cmu <br />-5/6' TEXTURED <br />FINISH 0 MASONRY <br />WEEP SCREED <br />DETAIL @) WOOD TO <br />2 uu'N'N <br />SCALE: 11/2'=V-V <br />NOT USED <br />a, CHU <br />)j- DRYWALL <br />FIBERGLASS SHINGLES OVER <br />030 FELT PAPER INSTALLED <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS 844INGLES <br />030 <br />BLOCKING BETWEEN <br />PER rBCR RW521 ON <br />TRUSSES W14ERE 'X* 5RACINc <br />OVER FELT PAPER <br />INSTALLED PER FBCR <br />----2x4 <br />TRUSSES WHERE 'X' BRACING <br />15 PRESENT <br />18 PRESENT <br />0,6B. SHEATHING OR 2" COX <br />RS052.1 ON 1,' 0.6.5. <br />PLYWOOD SECURED PER� <br />SHEATHING OR 1, c_DX <br />FASTENER SCHEDULE <br />PRE-EWz GABLE TRUSS <br />PLYWOOD SECURED PER <br />PRE-ENG GABLE TRUSS <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />f <br />2x4 NAILER <br />FASTENER SCHEDULE <br />CONT. 2x4 RAT RUN SECURED W/ (2) <br />2x4 OR 2xro SUB-15ANDIJ <br />CONT. 2x4 RAT RUN SECUREC::P <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />12d's a EACH TRUSS <br />PER ELEVATIONS <br />W/ (2)12cl's 0 EACH TRUSS <br />2x4 OR 2x& SU15-15AND <br />TO BE INSTALLED 0 MID. POINT OF <br />VENTED ALUM. SOFFIT— <br />TYP, <br />TO BE INSTALLED 0 MID. <br />FIER ELEVATIONS TYR <br />TRUSS SPAN, OR 10'-0' O.C� MAX. <br />POINT OF TRUSS SPAN, OR <br />VENTED ALUM. SSOFFIT <br />SEE ENERGY CODE FORMS <br />STIFFBACK (SEE SEALED <br />10'-0' O.C. MAX. <br />FOR INSULATION R-VALUES <br />TRU55 ENG. FOR SIZE 4 <br />SEE ENERGY CODE FORMS <br />STIFFBACK (.SEE SEALED <br />I' GYPSUM BOARD OR <br />CONDITION.) <br />FOR INSULATION R-VALUE5 <br />TRUSS ENG. FOR SIZE 4 <br />HIGH STRENGTH CLG. <br />O.B.B. SHEATHING OR I' <br />J'GYPSUM BOARD OR J' <br />CONE,>11TION.) <br />50ARD <br />CDX PLYWOOD. ATTACHED <br />HIGH STRENGTH CLG. <br />0,5.15� SHEATHING OR <br />2x4 NAILER <br />PER FASTENER SC14EDULE <br />50ARD <br />CDX PLYWOOD. ATTACHED <br />2x4 im 24' O.C. a INTERIOR <br />ON SHEET D5 <br />PER FASTENER SCHEDULE <br />KNEE WALL <br />-1/8' THICK, 3 COAT <br />CONC. FILLED LINTEL 5LIK W1 <br />ON SHEET D!, <br />PORTLAND CEMENT PLASTER <br />(1) 05 REBAR CONTINUOUS <br />1/6' THICK, 3 COAT <br />CONIC. FILLED LINTEL BLK W/ <br />OVER EXPANDED GALV'0 <br />SEE ENERGY CODE FORMS <br />PORTLAND CEMENT PLASTER <br />(1) *S REBAR CONTINUOUS <br />METAL LATH ON FORTIFIBER <br />FOR INSULATION R-VALUES <br />OVER EXPANDED GALV'D <br />JUM50TEX GRADE 'D'PAPER <br />PRECAST LINTEL <br />METAL LATH ON FORTlFIBER <br />PRECAST LINTEL <br />OVER TYVEK BUILDING WRAP <br />WINDOW ATTACHMENT AS <br />JUMBOTEX GRADE 'D' <br />WINDOW ATTACHMENT AS <br />(REFER TO STUCCO SPECS <br />PER MANUFACTURES <br />PAPER OVER TYVEK <br />PER MANUFACTURES <br />FOR COMPLETE INFORMATION) <br />SPECIFICATIONS <br />BUILDING WRAP (REFER TO <br />SPECIFICATIONS <br />STUCCO SPECS FOR <br />WEEP SCREED <br />PRECAST SILL <br />COMPLETE INFORMATION) <br />PRECAST SILL <br />(SEE DETAIL 2) <br />(1) 05 RE5AR VERTICALLY <br />WEEP SCREED <br />(1) S REBAR VERTICALLY <br />SECURE GABLE TO 2xro P.T. <br />W/ CONC. POURED CELL <br />(SEE DETAIL 2) <br />W1 CONC. POURED CELL <br />PLATE W1 12d's 5' O.C. MAX <br />Ix2 P.T. PURRING STRIPS <br />SECURE GABLE TO 2xg> P.T. <br />Ix2 P.T. FURRIW_% STRIPS <br />a Iro, O.C. <br />PLATE W1 126's 6' OC. MAX <br />a Iro, O'C' <br />SECURE 2x(o FT. PLATE TO <br />a, CMU <br />SECURE 2x& FT. PLATE TO <br />BLIK W/ J'x'B' ANCHOR BOLT W1 <br />aLK W1 J'xS' ANCHOR BOLT <br />a, Cmu <br />2' WASHER SET IN SIMPSON <br />1/2'GYP. WL� ED. <br />W1 2' WA5HER SET IN SIMPSON <br />1/2'GYP. WL. 5D. <br />HIGH STRENGTH EPDXY -I- <br />WOOD BASE <br />HIGH STRENGTH EPDXY I- <br />WOOD BASE <br />EMBED. MIN. S) 32' CC: MAX, <br />EMBED. MIN. 6 32' OC MAX. <br />THICK, 3 COAT <br />%* THICK, 3 COAT <br />7 <br />PORTLAND CEMENT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />DIRECTLY TO MASONRY w <br />NOTE: <br />1—STORY GABLE <br />1—STORY GABLE <br />PER F-BGRS05.21 - FOR ROOF SLOPES 2:12 TO <br />BLOCK WALL <br />W/ VAULT CLG. <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />SYSTEM IS REQUIRED. FOR ROOF SLOPES Or <br />A� <br />SCALE: 3/4'-1'-0' <br />BLOCK WALL <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 <br />- <br />UB SCALE: 3/4'.1'-0' <br />PERMITTED BUT MUST BE PERASTM D22ro TYPE <br />11, ASTM D 46613 TYPE IV, OR ASTM D <br />I'X4' OR rX2' RT - ILER <br />1.4 P.T. OR % . X4' MR SECURE <br />,_ _ Pi EXTEND 141, <br />INTO 15LOCK W/ V TAPCONS <br />OR DRIVE P14 <br />(MR SWANK SIZE .145 <br />MIR WBAD 61ZE _," <br />MNL EMBEDMENT I-JVA' <br />WIT14N 0' OF EACH END 4 IS' <br />D.C. MAX OPACING. <br />DOOR CASN5. <br />DOM JAMS OR WINDOW <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE, SHIM AS NEEDED TO PLUMS JAM (DO NOT EXCEED V) <br />DOOR JAMB <br />TO BLOCK +3/4 OR +5/4 <br />(_-�_�WINDOW�TO BLOCK +3Z4 OR +5/4 <br />1\� <br />SCALE: <br />2X4t = <br />SECURE TO BLOCK LLY V <br />TAPCONS OR DRIVE PIN <br />(MR SWANK. SIZE Wb <br />Mn HEAD SIZE 300 <br />MIR EMBEDMENT I h') <br />WITHIN &' OF EACH END 4 <br />IS' D.C. MAX SPACINd. <br />2X6: cm <br />TAM;`DR glle'4�' <br />(MIR SWANK SIZE _Wb <br />MR WEAD 61ZE " <br />MR EMBEDMENT I JA') <br />V WIN S' OF EACH END 4 <br />IVOC. MAX SPACING.. <br />"r <br />2XIN C3= <br />V DRYWALL <br />SECURE TO BLOCK Uk2-%! <br />TAPPICONS OR DRIVE PW <br />I'X4' OR rX2' P.T. NAILER <br />(MR OWANK 61ZIS.141b <br />DOOR CASW. <br />MIN. WRAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT I W) <br />ATTACH TO 2X PER <br />DETAU.S. <br />NOTEs SWIM AS NEEDED TO PLUMB JAMB eO0 NOT EXCISE0,149 <br />DOOR JAMB TO BLOCK + <br />jj�/l/ <br />rp'� WINDOW TO BLOCK + 2?" <br />2XA� = <br />SECURE TO BLOCK W/ <br />TAPCONS OR VE PIN <br />(MIR SWANK SIZE J45 <br />MIR HEAD SIZE <br />MIN. EIM13EDMENIT I <br />WITHIN 0, OF EACH END I <br />IWO4. MAX SPACING� <br />2x6. CEC3 <br />SECURE TO BLOCK W12 <br />NOTE, STRUCTURAL 2X MAT <br />TAPCONS OR <br />BE ON OU TSIOIS I SECURED <br />�e IP� <br />(MIN SHAW 9 7 <br />TWRPDJ� NON-STRUCTURAL <br />MrN.'HiAD SIZE .500 <br />%' TAPCON MR I-V <br />MR EMBROPMENIT I Y') <br />EMBEDMENT 1-0 <br />.I-'. I. - EAC= <br />&. am <br />Is, 01C. MAX PA. <br />VORYWALL <br />2". <br />I'X4' OR I'XII'P.T. NAILER <br />SECURE TO ISLOC,�K Wn N %. <br />TAPOONS OR DRIVE PgN <br />)f.- OAR. X 4- MR <br />(MIR SHAW, SIZE.. <br />DOOR CASING. <br />MIR MEAD SIZE <br />DOOR JAMB OR WINDOW <br />M R Elt-IMPEDIMENT OW) <br />ATTACH TO 2X PER <br />WITHIN S' OF BACH END A <br />V or MAX 04*ACW <br />MAM.FACTURES DETAILS. <br />NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEISDAW) <br />DOOR JAMB TO BLOCK +1-154 <br />r WINDOW TO BLOCK +1-15 <br />j SCALE, <br />2X4: CM <br />OE99To <br />TA . <br />(MIN. ORANK SIZE .145 <br />MIN. HEAD SIZE 300 <br />mrR EMBEDMENT I Y') <br />WITHIN S' OF EACH END 4 <br />LW 04. MAX SPACW� <br />2X&: CEM <br />SECURE TO ftntU/21�%' <br />NOTE; STRJCTURAL 2>1 MUST <br />TAPCONS OR; RI P <br />an ON OUTSIDE 4 SECURED <br />t"N. SHANK SIZE .145 <br />TWRDUrW 14014-STRUCTURAL <br />MIR HEAD SIZE JIM <br />I <br />V TAPCON MOIL 1-YA' <br />MIN. EMBEDMENT I Jw) <br />EMBODIMENT INTO BLOCK <br />WITHIN S'CF RAC44 END 4 <br />\\ts, Cmu <br />I <br />WO4. HAX SPAC W� <br />h' DRYWALL <br />2XS, C= <br />SECURE To BLOCK U2.%, <br />0 <br />—I'X4' OR I-XV P.T. NAILER <br />TAPCONS OR DRIVE PIN <br />RT. x A, MIN. <br />R SHAW, SIZE .145 ��il <br />DOOR CA61W. <br />MIN. HEAD SIZE 3MW <br />--DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT I <br />ATTACH TO 2X PER <br />04 <br />�1!tlt !AlFt _/ <br />MAIWACTURES DETAILS. <br />NOTE, SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +2 1/�" <br />WINDOW TO BLOCK + 2 1/4 <br />D SCALE, <br />2X4: CECI <br />SECURE To BLOCK W/ <br />TAPC_ON5 OR DRIVE PIN <br />(MIN, SWANK SIZE J4S <br />MIR 14EAD SIZE 3CO <br />MIR EMBEDMENT I V) - <br />WITHIN O'OF EACH END 4 <br />IS, OC. MAX 8PACNG� <br />2Xb, CM <br />SECURE TO BLOCK W12-%' <br />TAPO" OR DRIVE PN <br />(MIN. SHAW OIZE.45 <br />MIN. WEAD SIZE 31" <br />MIN. EMBEDMENT 149 <br />WITHIN WOF EACH END 4 <br />16' OZ. MAX SPACW� <br />2XS, CEM <br />SECURE To BLOCK W/2-%' <br />TAPO" OR DRIVE P114 <br />(MIN. SHAW SIZE 14r, <br />MR WEAD SIZE -100 <br />MN. EMBEDMENT I V) <br />WITHIN S' OF EACH Or 4 <br />W OC. MAX SPACW­/ <br />STRUCTURAL 2X MUST <br />OUTSIDE t SECURED <br />PUG4 NON-STRUCTURAL <br />APCON MIR I-YA' <br />EDMENT INTO BLOCK <br />RYWALL <br />OR I'X2* P.T. NAILER <br />R CASING. <br />R JAMS OR WINDOW <br />,CH TO 2X PER <br />PArTUREb DETAILS. <br />NOTIS: SWIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +T <br />E, WINDOW TO BLOCK +T <br />SCALE: V-P-0' <br />2XA, = <br />SECURE To BLOCK W1 W <br />TAPCONS OR DRIVE PH <br />(MIR OWANK SIZE .14b <br />MIR 14EAD SIM -ACV <br />MR EMBEDMENT I W) <br />WITHIN WOF EAC14 END 4 <br />V OC. MAX SPACPr. <br />NOTE, STRUCTURAL 2X MUST <br />BE ON OUTSIDE 4 SECURED <br />THItOUSH NON-STRUCTURAL <br />2X6% CM <br />%' TAPCON MR I -A' <br />SECURE TO BLnWp/2;4%' <br />EM5EDMrNT INTO BLOCK <br />TAPCONS OR I ni <br />(MIN. SWANK SIZE WS <br />—8 . Clu <br />MIR HEAD SUE JIM <br />/--h* DRYWALL <br />MR EMBEDMENT I V) <br />WITHIN a, or EACH END I <br />I'X4' VXVP.T. NAILER <br />la'O,C. MAX SPACN&. <br />2ND 2X SECURE TO <br />2X& CE= <br />STRUCTURAL MEMBER LLV('X <br />SE _K W`2_ <br />CURE To BLOC % <br />WITHIN S' OF EArP4 END 4 6, <br />TAPCONS OR DRIVE PIN <br />10 <br />TO r- MAX <br />0"' <br />(MIN SHAW SIZE 4b <br />t�OOOR <br />DOOR CAil. <br />MX4AO SIZE ii�d; <br />JAMS OR WINDOW <br />Mitt EMBEDMENT I Y�') <br />ATTAC44 TO 2x PM <br />MAAFACTURRS DETAILS. <br />NOTE: SWIM AS NEEDED TO PLUMB JAM (00 NOT EXCEED W) <br />DOOR JAMB TO BLOCK +3" <br />rr_� WINDOW TO BLOCK +3" <br />2X4� cm <br />SECURE TO 15LOCK 04' <br />TAPCCNS OR DRIVE PIN <br />(MIR SWANK SIZE .145 <br />MIN. WEAD SIZE SW <br />MIN. EMBEDMENT I Y4,) <br />WITHIN WOF EACH ENO 4 <br />IS- 01C. MAX SPACING.. <br />2Xb, CEM <br />SECURE TC�BL <br />NOTE, STRUCTURAL 2X I'lUST <br />TAro" 4 t=W4A4' <br />BE ON OUTSIDE 4 SECURED <br />(MN. SWANK 61ZE 143 <br />TWROUG�W NON-STFIVICTURAL <br />MR HEAD SIZE 300 <br />TAPCON MIR I-V <br />MR EMBEDMENT 01�') <br />EMINEDMENT INTO ISL <br />WITHIN 0' OF EAC14 END 4 <br />0' OC. MAX SPACW� <br />2XS. CEO <br />V DRYWALL <br />SECURE TO BLOCK WA-114' <br />I'X4' OR INW Pl, NAILER <br />TAPOONS OR DRIVE PIN <br />36� OA.B. X 4- MIN. <br />(MR, SWANK SIZE J45 <br />MR 14EAD 612E 3" <br />DOOR CAON5. <br />MN �EnmEwT I k.) <br />DOOR JAM OR WNDOW <br />NOTE, 5441M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +3-7/16" <br />WINDOW TO K +3-7/16" <br />G) aALm <br />2X4, CEO <br />SECURE TO BLOCK <br />TAPOONS OR DRIVE PIN <br />(MIN. SWANK SIZE .145 <br />MIR HEAD SIZE 3M <br />MR v-scomaw I Y") <br />WITHIN O'CIP EACH END 4 <br />Ir <br />>144. <br />IS- D.C. MAX SPACINd.. <br />2xr,: cm <br />A <br />SECURE TO BLOCK W A-114' <br />TAPCONS OR DRIVE PIN <br />NOTE, ST— 2- MUST <br />(MIN. SWANK OIZE.145 <br />BE ON OUTSIDE 4 SECURED <br />mn HEAD SIZE 300 <br />TAROUG" NON-STRUCTURAL <br />MIR EMBEDMENT 1 J,4.) <br />%* TAPCON MIN. I V <br />WITHIN 8' OF EACW END 4 <br />�> <br />EMEMiEW MO';;LCCK <br />W* O.C, MAX ePACIWG <br />2XS, c3m <br />NDRYWALL <br />SECURE TO BLOCK W(I 1/4' <br />TAPO" OR DRIVE P;N <br />OR IW' P.T. NAILER <br />(MIR SWANK SIZE J4b <br />4'MR <br />MIR 14EAD 6 ZE 300 <br />��I'P.T.X <br />DOOR CASING. <br />MIN. EMBEDMENT I YA-)' <br />WIT14IN 0' OF EACH ON 4 <br />ID <br />DOOR JAMB OR WINDOW <br />Is, OC. MAX SpArW,. <br />ATTACP4 TO 2X R <br />MANUFACTURES DETAILS. <br />NOTE, SWIM AS NEEDED TO PLUMB JAMIS (DO NOT EXCEED Y,9 <br />DOOR JAMB To BLOCK +3 3/4" <br />Tj WINDOW TO BLOCK +3 3Z4" <br />L�) SCALE, <br />F-A RCH -1 TEC T 8-1 <br />GraNsign <br />ousj0T..2,..._ <br />1"I N. RONALD RFAGAN BLVD. <br />LONGWOOD, FIL 32750 <br />FAX: 407-774-4078 <br />wwwAbdesigngroUp.con, <br />AA k. 0003=5 <br />v <br />stn3DIV. so <br />SILVERADO <br />LOT 28 <br />BLK 6 <br />rRojwT# <br />04128.000-02861 <br />MODNUU <br />4EAB <br />"1672—ARIA" <br />GARAGM 8WING. <br />RIGHT <br />1 PAII <br />MONOLITHIC <br />1—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B.0; <br />li ARCHrrECT- ­9 <br />rpygmT <br />DATM 11/09/17 <br />0i 1/4"=V-0" <br />N*Mc" <br />D 3 <br />