|
DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />"RYWALL
<br />1f
<br />DOOR JAMB (REFER
<br />TO PRODUCT
<br />1x4 1/2" DRYWALL
<br />TO PRODUCT
<br />P.T.
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />APPROVAL FOR CONN.
<br />APPROVAL FOR CONN.
<br />x4
<br />X 4
<br />3-1/4" LONG X 3/16"Qj
<br />1x4 P.T.
<br />FURRING
<br />3116"0 X 3" LONG
<br />FURRING
<br />(2) ROWS 3/16" x 3-1/2"TAPCONS
<br />FURRING
<br />INTO
<br />STAGGERED @ 16"
<br />TAPCON @ 16" O.C. & 4"
<br />2X8TAPCON.
<br />BLOCK@ SPACING „
<br />1
<br />DETAIL
<br />O.C. 2-ROWS INTO
<br />x..
<br />FROM EACH END w/MIN.
<br />2" EDGE DIST. ATTACH
<br />1X8
<br />PER MANUFACTURE
<br />MASONRY THROUGH 1-1
<br />/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 />DOOR JAMB (REFER
<br />TAPCON @ 16"
<br />TO PRODUCT
<br />O.C. & 4" FROM
<br />DOOR JAMB (REFERAPPROVAL
<br />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 CON2x8
<br />*qvR
<br />P.T. wl (2) ROWS 3/16"
<br />APPROVAL FOR CONN.
<br />(2) ROWS 3/16" x 3-1/2x
<br />3-1/2" TAPCON @ 16"
<br />O.C. & 4" FROM EACH
<br />1x4
<br />TAPCON @ 16" O.C. &END
<br />w/ MIN. 2" EDGE DIST.
<br />FURRING
<br />4" FROM EACH END w..
<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" DETAIL
<br />STAGGERED @ 12" O.C.
<br />3-1/4" DETAIL
<br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC
<br />SCALE: N.T.S. SS
<br />1/4" MAXir 2'-0"
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK ---_
<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 />8d NAILS AT 8" O.C. AT BUCK
<br />2 x 8 45^ 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 ANCHO \,_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 rT�_
<br />SCALE: N.T.S. SS
<br />— SECTION
<br />A -A
<br />8"
<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 DIAGONAL 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
<br />x 8 BUCK - CONNECT TO BLOCK SECTION
<br />WITH
<br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B
<br />1/4" MAX EMBEDMENT INTO K.)
<br />2'-0" 8"
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />1 X 4 FURRING
<br />BLKG. & BUCK
<br />8d NAILS @ 8" O.C. AT BUCK
<br />2 x 8 VERT. W/ (2) 10d
<br />_
<br />NAILS AT EA. END
<br />PROVIDE 2 x 8 DIAG. BRACE BT
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />2 x 8 VERT. BRACE(S)
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />BUILT UP PLWD. BUCK -
<br />SCRIBE (NOTCH) BACKSIDE
<br />TO FIT ARCH CONNECT W/
<br />7/16" OSB ARCH PANEL
<br />8d NAILS
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />L
<br />INSTALL WDW, SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />EQUAL EQUAL _
<br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS
<br />THRU OSB INTO 2 x 8
<br />PER INSTALLATION DETAILS
<br />B-B
<br />ARCH DETAIL K
<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. RAID.
<br />PROPER INSTALLATION MAX, $
<br />FILL SOLID
<br />BOTH CELLS__�d
<br />#5 REB,
<br />(TYP,)
<br />STD. 90'
<br />HOOK (1
<br />+5A
<br />NOTCH WEB AT
<br />FIRST 2 COURSI
<br />UPLIFT CAPACITY = 805 # FOR 1 STRAP
<br />= 1610 # FOR 2 STRAPS
<br />1 PLY PRE-ENGINEERED TRUSS
<br />iN
<br />SIMPSON HM9KT w/ (4) 1/4"x1 1/2"SDS
<br />h
<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"x21/4" TITEN = 2150 #)
<br />4ry,i r.
<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 />12
<br />JACK TRUSS PROVIDED BY SEE 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 />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 />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 />ANCHOR
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<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
<br />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)
<br />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 />„
<br />6 MIN. LAP SPLICE W/
<br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />REINFORCING PANEL
<br />SMOOTH. DO NO FURROW.
<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 NOTE:
<br />REMAIN FREE OF MORTAR.
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. Al 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 />JACK TRUSS PROVIDED BYE /
<br />TRUSS COMPANY OR 2x4
<br />#2 SYP @ 24" O.C. �
<br />4'-0" MAX SEE PLAN 00,
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (2) #6 X 4'/2' 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" SS
<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 />a'
<br />p D
<br />D
<br />I-III-III-III=III=III;
<br />D
<br />p
<br />1=III=1 1=j I
<br />D D IIMI1=1II _
<br />—I I I —I 11=
<br />D ° III —III —I'
<br />1TI=11 1
<br />GRADE D. D . D IIII 1I-
<br />M p
<br />z_
<br />N
<br />°
<br />(2) #5 REBAR. MIN. 3"
<br />16" MIN. COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />SCALE: 3/4" = V-0"
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />A
<br />YP.)
<br />THE
<br />:S
<br />I IAIA(`(`CDTAL21 C IAICTAI I TInKI
<br />FILLED CELL INSTALLATION rW�
<br />SCALE: N.T.S.
<br />SEE ARCH PLAN AND
<br />PRF rd\1 I F ,ICON
<br />SEC NC:J_ E EEs (%'i
<br />:'x SIJB €=ASC:IA
<br />ALUM DRIP EDGE
<br />ALUMFAl�iO[A
<br />I t F`Lp,P°d, I 1-14" TRIM PAINTED
<br />I SS NAIL w 5+1(" HEAD
<br />F : HANNFI._ -4--_
<br />�`ENEG PER I cDIA fn 21 O G
<br />T
<br />! : E 2 FEL". \": 1 - I .Ch1T VENTEDOR SOLID SOFFIT
<br />r c NT Lx 1 NAILED T(D -.. ix BLOCKING NAILED Ti 0 Y >F'
<br />�RD FVFRY O HFf R0,5; S
<br />.0 BUILD_ 7C) ERITv�'PROVID_ 30E-171r,14TERIAL SPAN C:APACITIES EASED I
<br />;_aN 1;-E D1=:;1!aN PRE_-FUH (X)f-.=tf-'uNENIS AND OL.ALWING
<br />s-STECa IN THE DESj,- N i RITErJA C=N SHEET SIN
<br />Fr N+; � F ? TTA�,t ',1F11T AT'.'ti`AlI IPFR At PHA Al IPA INC Ft 16Fa4 R5 FI
<br />PR7.0 A%PPF:c ,' 6 c, f s I+.ANNEL A:TENED T,,_,
<br />C € I_� " ` 1- _ �," p
<br />,1 w`�a N,A,IL C� ^�' �lA �� t � cam. R, �`r<� 1G1Ird, ErBEC�ra1E.�T I
<br />Ira CA LEA,P%24'k"1YAX,0C,INDIANIC44v
<br />-ATTEFN
<br />fit_€B FAS utA w16 GA. 3 4 x ^.: 4 _'RG.^y N S 1: FL r?) EACH GR001/E
<br />I STRUCTURAL SOFFIT
<br />SF0SCALE- 3,4' 1'-01' /", FLOR ALUNNNUNI SOFFITS WITH SPANS
<br />IMF`. PQ_t r:'' 11121 1'-4", iN TAIL 1AIDSPAN BLOCKING PER
<br />THE SOFFIT FL PA INS17ALLATION CRITERIA
<br />,.REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.`
<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 />k (2) 10d NAILS @ 8" O.C.
<br />OI`FRygN TO TRUSS TOP CHORD
<br />+ + (FNOrH PLYWOOD SHEATHING
<br />+ + BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS + SOFFIT
<br />2X4 SYP d a
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />SOFFIT
<br />PRECAST LINTEL
<br />SEE ELEVATION
<br />2X2 #2 P.T. MIN. FOR OVER HANG
<br />W/J-CHANNEL SECURED (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" 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 MI%
<br />MSTAM STRAP
<br />SCALE: 3/4
<br />CCC CUGGT Il) AKlll
<br />z
<br />0
<br />w
<br />0
<br />w
<br />LL
<br />F—
<br />U
<br />U)
<br />2"x BOT. PLATE W/ (2)1 Od @ 6" O.C.
<br />3/4" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />AND NAILED W/ 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 1 Od @ 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) 1/4x1 1/2" SDS 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 1 st 4 COURSES
<br />SOLID W/GROUT
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS.
<br />A N '
<br />. •a
<br />OVERHAN
<br />et
<br />e.
<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" 51-011
<br />NISH F
<br />°
<br />° D #5 BAR
<br />p. 10" ° D ° a CENTERED W/
<br />D
<br />. D.;° .•°D s H IN TOP o
<br />_ D KNOCKOUT/ N
<br />F, , ...
<br />CHAIR BLOCK
<br />MONO FOOTING p
<br />SIZE AND REINF. PER PLAN I — '• ° D o
<br />a
<br />AND SECTION DETAILS -I
<br />CLEAN FILL -I °
<br />D a . `?
<br />DIRT z
<br />°.' ° 90 HOOK STANDARD o
<br />P N
<br />#5 BAR IN
<br />FILLED CELL-
<br />-o
<br />STEMWALL FOOTING SIZE AND
<br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL
<br />SECTIONN DDETAETAILS
<br />SCALE: 3/4" = V-0"
<br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
<br />CONTACT 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' EMBEDDED INTO
<br />EXISTING FOOTING
<br />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY
<br />EXISTING FOOTING
<br />RETROFIT FILLED CELL DETAIL
<br />4" SAW CUT
<br />A SECTION
<br />j SCALE: N.T.S.
<br />l�
<br />AUG 2 4 292
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