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1 1 t"1mll 1,1111111 1 1
<br />I III'lU'
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN.
<br />EMBEDMENT INTO BLK.)
<br />1 X 4 FURRING
<br />BLOCK HEADER
<br />1/2" DRYWALL
<br />DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />1x4 1/2" DRYWALL
<br />DOOR JAMB REFER
<br />1x4 1/2" DRYWALL
<br />P.T.
<br />TO PRODUCT
<br />TO PRODUCT
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />APPROVAL FOR CONN.
<br />APPROVAL FOR CONN.
<br />1x4
<br />1 X 4
<br />3-1/4" LONG X 3/16"0
<br />1x4 P.T.
<br />FURRING
<br />3/16"QJ X 3" LONG
<br />TAPCONS
<br />FURRING
<br />(2) ROWS 3/16" x 3-1/2'
<br />FURRING
<br />TAPCON. INTO
<br />STAGGERED @ 16"
<br />TAPCON @ 16" O.C. & 4"L1_1X8
<br />2X8
<br />BLOCK@ SPACING „
<br />1
<br />DETAIL
<br />O.C. 2-ROWS INTO
<br />1x8 P.T.
<br />FROM EACH END w/ MIN.
<br />2" EDGE DIST. ATTACH
<br />PER MANUFACTURE
<br />MASONRY THROUGH 1-1 /2" DETAIL
<br />1x8 w/ (2) ROWS 8d NALS
<br />"
<br />3 DETAIL
<br />1x4 P.T. & 1x8 P.T.
<br />STAGGERED @ 12" O.C.
<br />3/16" x 3 -1/2"
<br />1x4 P.T.
<br />DOOR JAMB (REFER
<br />TAPCON @ 16"
<br />TO PRODUCT
<br />O.C. & 4" FROM
<br />DOOR JAMB (REFER
<br />APPROVAL FOR CONN.
<br />1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />EACH END W/ MIN
<br />TO PRODUCT
<br />TO PRODUCT
<br />2" EDGE DIST.
<br />APPROVAL FOR CONN.
<br />4
<br />2x8 P.T. w/ (2) ROWS 3/16"
<br />APPROVAL FOR CONN.
<br />(2) ROWS 3/16" x 3-1/2"
<br />c /V//////,O.C.
<br />x 3-1/2" TAPCON @ 16"
<br />& 4" FROM EACH
<br />1x4
<br />TAPCON @ 16" O.C. &
<br />END w/ MIN. 2" EDGE DIST.
<br />FURRING
<br />4" FROM EACH END w/
<br />2x8 P.T.
<br />ATTACH SECOND PLY w/
<br />2x P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3"
<br />2x8
<br />2x DETAIL
<br />2 1/4"
<br />DETAIL
<br />STAGGERED @ 12" O.c.
<br />3-1/4" DETAIL
<br />BUILDOUT a@ OVER SIZE DOOR -WINDOW ROUGH OPENINGS
<br />SCALE: N.T.S.
<br />1/4" MAX
<br />* SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK — —
<br />8d NAILS AT 8" O.C. AT BUCK
<br />2 x 8 45A DIAGONAL (4) 10d NAILS INTO
<br />BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. '
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA
<br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8
<br />CONNECT W/ 8d NAILS BRACE/BLKG.
<br />INSTALL WDW. SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
<br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —�
<br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH
<br />ARCH DETAIL ri
<br />SCALE: N.T.S. SS
<br />2'-0"
<br />SECTION
<br />A -A
<br />8"
<br />BLOCK HEADER
<br />1 X 4 FURRING
<br />8d NAILS @ 8" O.C. AT BUCK
<br />PROVIDE 2 x 8 DIAG. BRACE BT
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />2 x 8 VERT. BRACE(S)
<br />BUILT UP PLWD. BUCK- —
<br />SCRIBE (NOTCH) BACKSIDE
<br />TO FIT ARCH CONNECT W/
<br />8d NAILS
<br />INSTALL WDW, SCREW-----
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />1/4" x 3 1/4" TAPCONS
<br />_—LEAVE A CUT OUT IN O.S.B. ON THE
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />2 x 8 45 DIAAGONAL BRACE AT EA.
<br />FACE OF ARCH W/ (3) 10d NAILS
<br />AT EA. END
<br />PROVIDE TAPCON WITHIN
<br />4" MIN. OF BRACE
<br />START OF ARC
<br />4' MAX. RAD.
<br />2 x 8 BUCK - CONNECT TO BLOCK SECTION
<br />WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B
<br />1/4" MAX EMBEDMENT INTO )
<br />2'-0" Opu
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />BLKG. & BUCK
<br />2 x 8 VERT. W/ (2) 10d
<br />NAILS AT EA. END
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />7/16" OSB ARCH PANEL
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL
<br />THRU OSB INTO 2 x 8
<br />B-B ARCH DETAIL rK
<br />SCALE: N.T.S. SS
<br />PROVIDE 2x'
<br />PROVIDE (2) MIN. CONT. W/ (3)
<br />TAPCON AT EA. SIDE 12d NAILS
<br />BUCK - (1) WITHIN 4"
<br />MIN. OF START OF
<br />ARCH
<br />START OF ARC
<br />4' MAX. RAD.
<br />PROPER INSTALLATION MAX. 8"
<br />FILL SOLID
<br />BOTH CELLS
<br />#5 REB,
<br />(T'P,)
<br />STD. 90-
<br />HOOK
<br />+5A
<br />NOTCH WEB AT
<br />FIRST 2 COURSI
<br />;,APACITY = 805 # FOR 1 STRAP
<br />= 1610 # FOR 2 STRAPS
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS
<br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
<br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
<br />BOND BEAM OR CAST IN PLACE BEAM
<br />RETROFIT TRUSS DETAIL
<br />N.T.S.
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (3) #6 X 4%" WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />JACK TRUSS PROVIDED BY SEE 12 i
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />ROOF SHEATHING ATTACHED
<br />PER NAILING SCHEDULE ALL
<br />(5) 12d NAILS SIMPSON i
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />8d NAILS
<br />i
<br />JACK TRUSS PROVIDED BY
<br />TRUSS COMPANY OR 2x4
<br />000, #2 SYP @ 24" O.C.
<br />4'-0" MAX SEE PLAN
<br />2X4 SYP #2 CONT (MATCH TRUSS DEPTH
<br />NOTE:
<br />SHED ROOF ENDS TO BE
<br />GABLE ONLY, CORNERS
<br />SHALL NOT BE FRAMED AS
<br />HIP.
<br />DESIGNED ONLY FOR THE
<br />INSTALLATION OF SHINGLE
<br />AND METAL ROOF FINISH
<br />I
<br />GLASS BLOCK INSTALLATION NOTES
<br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />EXTENDS TO SILL.
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
<br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
<br />EXPANSION STRIP
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
<br />20 ga. PANEL
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />ANCHOR
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
<br />1/4" EXPANSION BOLT (2
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />9 ga. PANEL PER ANCHOR)
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />REINFORCING
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />(EVERY OTHER
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />COURSE) EXPANSION STRIP
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />REINFORCING AS FOLLOWS:
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />SEALANT
<br />* PRESS PANEL REINFORCING INTO PLACE.
<br />6" MIN. LAP SPLICE W/
<br />'
<br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />j` "° ' ,'.,.... "`
<br />REINFORCING PANEL
<br />SMOOTH. DO NO FURROW.
<br />.:
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />` 6" MIN. LAP
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE
<br />REMAIN FREE OF MORTAR.
<br />NOTE:
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />SEALANT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />GLASS BLOCK DETAIL
<br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
<br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
<br />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
<br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING.
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK.
<br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
<br />O.C.
<br />SECTION @ ENTRY L
<br />SCALE: 3/4" = 1'-0" QS S
<br />-,)
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />W.W.M. AT PERIMETER
<br />(1) #5 BARS CONT, WHERE THIS CONDITION
<br />TOP WITH MIN. 3" OCCURS
<br />COVER 6'-0"
<br />F.F.
<br />D D
<br />I— —ICI-1 11—I 11 � I � I;
<br />g' � Tf1-1Tf 1�f—III T�
<br />D
<br />D III--
<br />III=III _
<br />=11� 111
<br />GRADE p. ,IIIII III-
<br />°
<br />cV p
<br />M Z \
<br />D (2) #5 REBAR. MIN. 3"
<br />16" MIN. 01 COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />SCALE: 314" = V-0"
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />lR
<br />THE
<br />:S
<br />I IAIAnnE:10TADI C IAICTAI I TInKI
<br />FILLED CELL INSTALLATION rH 1
<br />EfE ARC.H FLAN AN-D,
<br />SCALE: N.T.S.
<br />P (F ;ray I, (�'_ , S �'t, ' N
<br />_E Nt ; n: LEEx SUE
<br />4.
<br />I . ALUMI
<br />E''N ALL wF4E AlI �. I �.-_ _ ;�" ,,� tM
<br />PER PLAIN I
<br />1"
<br />_ Fx a, __HFx I'kLL -� -_- I "vr � �3€A NA1.d, _.
<br />r_-'ENED PER_ I
<br />�07 41. C CtNT 3EN,EE 04
<br />t .:=1 NAILE:: ' i 8110CKING NAILED T3 TOU
<br />EL CKIW_; v. `t NAIL :'" H ti EVERT =I THE k -F u4
<br />3-1 L,-
<br />J1 AIL, -YP. t 'i
<br />6JI J IEr-111-DER To'-'ERlIFYr'F,R,(D IDE S"C)IFF7I,11ATERI,AL SPAN tvAPACIT -
<br />ONI H_ D1=._40zt4 FOR t::� IPAPONENIS AND C:Lg
<br />LI'',TED IN THE DES110N CPITEPIA CIN SHEET SN
<br />F' FF9 T A 11A(*HMFNT AT INA'II 1 iPFR Al PHA ALWA IN( FLU 1F w3- - NIP;I -
<br />P;,_-)C!'(.,T,APPRr-.,YALL F CFIANNEL FASTENED T.-):
<br />CLI I v'; T NAIL .0 +7 D -I° : 3 µ.< , a %11N Elut'SEDMENT
<br />V-r-OD N, (31 I`.; d_:,s, 3.4`I lCROWN TA7LES (214!' iAX. OC. 19'.
<br />PATTERN
<br />4t tFi FAS "'.IA °h^' II'i1A 3, 9 •x'I 4" C Rt )V N STAPI F j) FA1: H (RR10C.0A-
<br />'= STRUCTURAL SOFFIT ' u
<br />R A� r °IIN SOFFITS OFFITS 'WIT
<br />{4 '_i 2 3 '021 14 NI',STr.t,l_1 111 > SPAN Bt0
<br />HF ` to _
<br />)FF,T F!I PA ! 4;STALLAT`0t I—
<br />`REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETA -
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
<br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />X (2) 10d NAILS @ 8" O.C.
<br />O�FRyq TO TRUSS TOP CHORD
<br />+ + yO7 PLYWOOD SHEATHING
<br />+ + BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS + SOFFIT
<br />2X4 SYP s +
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />CENTER SOFFIT
<br />PRECAST LINTEL
<br />SEE ELEVATION
<br />2X2 #2 P.T. MIN.
<br />FOR OVER HANG
<br />W/J-CHANNEL SECURED
<br />(MAX. 4'-0")
<br />@24" O.C. FASTENED TO
<br />CMU W/ 3" LONG T-NAILS @
<br />24" O.C.
<br />SECTION @ ROOF EXTENSION M
<br />SCALE: 3/4" = V-0"
<br />SS
<br />SIMPSON HTT4 w/ (18) 10d x 1
<br />1/2" NAILS TO STUDS & (1) -
<br />5/8" DIA. ALL THREAD ROD
<br />EPDXIED w/ SIMPSON "SET"
<br />EPDXY MIN. 6" EMBEDMENT 8
<br />3" MIN. EDGE DISTANCE
<br />RETROFIT FOR MIS
<br />MSTAM STRAP
<br />SCAT F- 3/4
<br />CCG CU=r M) Akin
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<br />LU
<br />U
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<br />2N BOT. PLATE W/ (2) 10d @ 6" O.C.
<br />3/4" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />AND NAILED WI 8d COMMON @
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />O.C., 2 ROWS STAGGERED
<br />2x BAND JOIST W/ FACE NAIL 1 Od
<br />@ TOP & BTTM CHORD, AND (8)
<br />FACE NAILS 10d @ TRUSS VERT.
<br />WEB
<br />METAL SEAT PLATE
<br />NOTE:
<br />LAP SHEATHING TO
<br />BOTTOM OF BAND
<br />JOIST TYPICAL
<br />SIMPSON HGAM10KTA @ 12" O.C.
<br />w/ (4) 1Axl 1/2" SIDS SCREWS
<br />INTO BAND JOIST & (4) 1AN2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />FILL 1st COURSES
<br />SOLID W/GROUT
<br />V.
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS. ;
<br />. •°
<br />OVERHAN
<br />°
<br />RETROFIT WALL OVERHANG DETAIL (NTS
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
<br />NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D.
<br />1'-0" 5'-0"
<br />_t
<br />INISH FLO
<br />> D D
<br />°
<br />° D #5 BAR
<br />p 1'0" ° ° n CENTERED W/
<br />D
<br />. Dp 9u HQ108 IN TOP o
<br />_ D KNOCKOUT/ N
<br />°
<br />° CHAIR BLOCK
<br />MONO FOOTING D
<br />SIZE AND REINF. PER PLAN
<br />°
<br />AND SECTION DETAILS -I
<br />CLEAN FILL
<br />DIRT b Z
<br />p. ° STANDARD o
<br />0 99 HOOK N
<br />#5 BAR IN
<br />FILLED CELL
<br />STEMWALL FOOTING SIZE AND
<br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL
<br />SECTIONN DDETAETAILS fol
<br />SCALE: 3/4" = V-0"
<br />DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEEC (3) PER PROJEC
<br />DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<br />EXISTING BOND BEAM,
<br />DRILL 3/4"x5" MIN. HOLE SET BAR IN
<br />EPDXY CAP TO PREVENT LEAKAGE
<br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
<br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ±2")
<br />#5x6' EMBEDDED INTO EXISTING BOND BEAM
<br />FILL CELL FULL HEIGHT W/
<br />NON SHRINK GROUT.
<br />#5x6' EMBED DED INTO
<br />EXISTING FOOTING
<br />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY
<br />IJ EXISTING FOOTING
<br />RETROFIT FILLED CELL DETAIL
<br />SAW CUT
<br />A SECTION
<br />1 SCALE: N.T.S.
<br />SCALE: N.T.S.
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