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
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<br />WALL
<br />SECTIONS & NOTES
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<br />li ARCHrrECT- 9
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<br />DATM 11/09/17
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