|
1x4 1/2" DRYWALL DOOR JAMB (REFER ffP.T.
<br />"RYWALL
<br />DOOR JAMB (REFER
<br />TO PRODUCT P.T. TO PRODUCT
<br />APPROVAL FOR CONN. APPROVAL FOR CONN.
<br />1x4 P.T. 1 x4
<br />3-1/4" LONG X 3/16" 0 FURRING 3/16"O X 3" LONGFURRING
<br />TAPCONS
<br />TAFCON. INTO STAGGERED @ 16"
<br />BLOCK@ SPACING „ O.C. 2-ROWS INTO
<br />PER MANUFACTURE 1 DETAIL MASONRYTHROUGH
<br />1x4 P.T. & 1x8 P.T. 1-1 /2►I DETAIL
<br />DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />1 X 4
<br />(2) ROWS 3/16" x 3-1/2" FURRING
<br />TAPCON @ 16" O.C. & 4" 2Xg
<br />FROM EACH END w/ MIN. 1X8
<br />2" EDGE DIST. ATTACH
<br />1x8 w/ (2) ROWS 8d NALS 3" DETAIL
<br />STAGGERED @ 12" O.C.
<br />x 3 -1/2"
<br />1x4 P.T.
<br />DOOR JAMB (REFER
<br />�3/16"
<br />TAPCON @ 16"
<br />TO PRODUCT
<br />O.C. & 4" FROM
<br />DOOR JAMB (REFER
<br />APPROVAL FOR CONN.rx4l" DRYWALL
<br />DOOR JAMB (REFER EACH END W/ MIN
<br />TO PRODUCT
<br />TO PRODUCT 2" EDGE DIST.
<br />APPROVAL FOR CONN.
<br />2x8 P.T. w/ (2) ROWS 3/16"
<br />APPROVAL FOR CONN,
<br />(2) ROWS 3/16" x 3-1/2"
<br />x 3-1/2" TAPCON @ 16"1x4
<br />O.C. & 4" FROM EACH
<br />TAPCON 16" O.C. &
<br />�°
<br />FURRIN
<br />END w/ MIN. 2" EDGE DIST
<br />4" FROM EACH END w/ 2x8 P.T.
<br />ATTACH SECOND PLY w/
<br />2x P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3" x
<br />21 411 TA IL
<br />STAGGERED @ 12" O.C. q_-1 /d" I1PT011
<br />2x DETAIL ! DE
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC
<br />SCALE: N.T.S. SS
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN.
<br />EMBEDMENT INTO BLK.)
<br />1 X4 FURRING
<br />BLOCK HEADER
<br />1/2" DRYWALL
<br />8d NAILS AT 8" O.C. AT BUCK
<br />2 x 8 45A DIAGONAL
<br />BRACE(S)
<br />BUILT UP PLWD. BUCK
<br />SCRIBE (NOTCH)
<br />BACKSIDE TO FIT ARCH
<br />CONNECT W/ 8d NAILS
<br />INSTALL WDW. SCREW ANCHOR
<br />INTO ARCH BLKG. PER
<br />INSTALLATION DETAILS
<br />1/4" MAX 2'-0"
<br />fi SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK ----
<br />SECTION
<br />A -A
<br />8"
<br />1/4" x 3 1/4" TAPCONS
<br />(4) 10d NAILS INTO
<br />LEAVE A CUT OUT IN O.S.B. ON THE
<br />2 x 8 BRACE/ BLKG,
<br />INSIDE TO ALLOW FOR INSULATION
<br />7/16" OSB
<br />TO BE INSTALLED
<br />ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />POLY -CELL IN THIS AREA
<br />2 x 8 45 DIAGONAL BRACE AT EA.
<br />FACE OF ARCH W/ (3) 10d NAILS
<br />(4) 1 Od NAILS INTO 2 x 8
<br />AT EA. END
<br />BRACE/ BLKG.
<br />\_2
<br />x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
<br />PROVIDE WITHIN
<br />A
<br />4" MIN. OF BRACE BRACETAPCON
<br />-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 />START OF ARC
<br />ARCH DETAIL i I 4' MAX. RAID,
<br />SCALE: N.T.S. SS
<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 K.)
<br />2'-0" 8"
<br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH
<br />1 X 4 FURRING BLKG. & BUCK
<br />8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d
<br />PROVIDE 2 x 8 DIAG. BRACE BT NAILS AT EA. END
<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) INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />BUILT UP PLWD. BUCK- 7/16" OSB ARCH PANEL
<br />SCRIBE (NOTCH) BACKSIDE
<br />TO FIT ARCH CONNECT W/
<br />8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL
<br />ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8
<br />PER INSTALLATION DETAILS B-B 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
<br />#5 REB,
<br />(TYP,)
<br />STD. 90'
<br />HOOK (1
<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" SIDS
<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 4Y2' 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 />i
<br />JACK TRUSS PROVIDED BY--/
<br />TRUSS COMPANY OR 2x4
<br />#2 SYP @ 24" O.C. �
<br />4'-0" MAX SEE PLAN OOOF
<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 />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
<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 />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
<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 />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (2) #6 X 4Y2" 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" I F.F.
<br />g ,1Tf—
<br />.I-
<br />o .D III=lI1=III
<br />IIIIIIIIIIIIII=
<br />GRADE
<br />°.
<br />°
<br />M p
<br />_z
<br />N � •D "
<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 />,R
<br />YP.)
<br />ME
<br />S
<br />I IKIAnf%E:❑TAQI C IKICTAI I Tlnl%l
<br />FILLED CELL INSTALLATION rH �
<br />SEE ARCM FLAN .AND
<br />PRE-ENG TRUSS DESIGN
<br />CCC Ale -ITC -9 0= !-AAO
<br />SCALE: N.T.S.
<br />2x SUE �.
<br />BITG WALL TYPE �--�- j "' fi a � ALUM
<br />PER PLAN' 1 `..I.ry
<br />F CHANNEL,
<br />-A-33 EKED PER D[A `
<br />ATE 2 BELOW —1 `,,I I CONT VENTED OR , ,.,''-
<br />CONT 2x4 NAIL D TO 2,u BLOCKING NAILED TO TOf
<br />BLL .KING w/ 2-12d NAILS.—) CHORD E` EWE OTHE Few
<br />w� 3-12d NAILS YPF
<br />_ - 1 PR .ICE FFIT I�'IATIERIAL SPAN CA ACTT
<br />cC.,a'LI-IfLDERT1" EFIFx
<br />ON I H- DESIGN RE IS" RES I PEGIFIED F(IR CONIIPONE IITS AND ClfIll ,L,
<br />LISTED IN THE DESIGN CRITERIA, ()N SHEET SN.
<br />FOR SCFFN•.T ATTACHMENT AT NVAI_L (PER AI.IPHA ALUM INC FI-# 16544 ,-II.
<br />PRODUCT APIPRCVAL) F CHANNEL FASTENED TO:
<br />- CfAU Wd T MAIL .09T" LEI @ 24. O.C. IV; 5'S" MIN. EMBEDMENT
<br />- ' .'COD W (3) 15 GA. &=4'x1'4' CROWN STAPLES @ 24" MAX. O.C. IN
<br />PATTERN
<br />SUB FASCIA wl 16 GA. 34-XIIfA" CROWN STAPLE EACH GROOVE
<br />SFO� STRUCTURAL SOFFIT
<br />SCALE 3i4" -1F (��T FOR ALUMINUM SOFFITS WIT_' ,
<br />REV 09,23 2021 @ 4" INSTALL MID SPAN BLGCIk Ii ,B a
<br />THE SDFFIT FL PEA INSTALLATIOL,
<br />''REFER TILT 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) 1Od NAILS @ 8" O.C.
<br />O�FRygN TO TRUSS TOP CHORD
<br />GE
<br />+ + NOTy 'PLYWOOD SHEATHING
<br />+ + BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS +FSOFFIT
<br />+
<br />2X4 SYP L e
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />/
<br />CENTER SOFFIT
<br />PRECAST LINTEL
<br />SEE ELEVATION
<br />2X2 #2 P.T. MIN.
<br />FOR OVER HANG
<br />W/J-CHANNEL SECUREDI-J-(MAX.
<br />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 E
<br />3" MIN. EDGE DISTANCE
<br />RETROFIT FOR MIS
<br />MSTAM STRAP
<br />SCAT F- 3/4
<br />CCC CUCCT n) AKin
<br />z
<br />O
<br />LL
<br />O
<br />W
<br />U
<br />0
<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 10d
<br />@ TOP & BTTM CHORD, AND (8)
<br />FACE NAILS 10d @ TRUSS VERT.
<br />V_
<br />WEB
<br />METAL SEAT PLATE
<br />—
<br />NOTE:
<br />LAP SHEATHING TO
<br />BOTTOM OF BAND
<br />JOIST TYPICAL
<br />SIMPSON HGAMIOKTA @ 12" O.C.
<br />w/ (4) 1/41 1/2" SIDS SCREWS
<br />INTO BAND JOIST & (4) 1/4"x2 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 4 COURSES
<br />SOLID W/GROUT
<br />d
<br />FOR OVERHANGS BETWEEN OVER 1 1/2" d
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS.
<br />< ed
<br />OVERHAN
<br />d v
<br />'! d
<br />RETROFIT WALL0VERHANG DETAIL (NTS
<br />OVERHANGS
<br />FOR BETWEEN 3
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />1'-0" 5'-0"
<br />INISH FLOQ
<br />° ° c #5 BAR
<br />D. 1'0" ° ° 4 CENTERED W/
<br />90° H °
<br />IN TOP o
<br />_7 7 7 7y.4 4 1 4 4 KNOCKOUT/ N
<br />CHAIR BLOCK
<br />MONO FOOTING
<br />SIZE AND REINF. PER PLAN
<br />°
<br />AND SECTION DETAILS -I
<br />I o
<br />CLEAN FILL ° • °
<br />DIRT D z
<br />°. STANDARD o
<br />0 90° HOOK N
<br />#5 BAR IN
<br />FILLED CELL b n n e r a ,
<br />myr 9�o �r 8 .o �r 1 Boo nv P� av
<br />STEMWALL FOOTING SIZE AND
<br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL
<br />SECTIONN DDETAETAILS
<br />SCALE: 3/4" = V-0"
<br />OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC'
<br />ONTACT 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 />I_EXISTING FOOTING
<br />RETROFIT FILLED CELL DETAIL
<br />irn Ini rennin
<br />SAW CUT
<br />A SECTION
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