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<br />DOORJAMB (REFER—,P. 1/2
<br />TO PRODUCT
<br />P.T.
<br />APPROVAL FOR CONN:
<br />3-1/4" LONG X 3/16" 0
<br />; !
<br />TAPCON. INTO
<br />BLOCK@ SPACING
<br />1„
<br />DETAIL
<br />PER MANUFACTURE
<br />DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />TO PRODUCT TO PRODUCT
<br />APPROVAL FOR CONN. APPROVAL FOR CONN.
<br />1x4 / 1 X 4
<br />FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" �� FURRING
<br />TAPCONS '
<br />TAPCON @ 16" O.C. & 4" 2Xg
<br />STAGGERED @ 16" 1x8 P.T. FROM EACH END w/MIN. 1X8
<br />O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH
<br />MASONRY THROUGH 1-1 /2+' DETAIL 1x8 w/ (2) ROWS 8d NALS ++
<br />1x4 P.T. & 1x8 P.T. 3 DETAIL
<br />STAGGERED @ 12 O.C.
<br />3/16" x 3 -1/2" DOOR JAMB (REFER
<br />TAPCON @ 16" 1x4 P.T. TO PRODUCT
<br />O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT
<br />TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. '� 2x8 P.T. w/ (2) ROWS 3/16"
<br />APPROVAL FOR CONN. / /�/ x 3-1/2" TAPCON @ 16" 1x4
<br />�i j (2) ROWS 3/16 x 3-1/2 i �/ O.C. & 4 FROM EACH
<br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIP
<br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/
<br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8
<br />2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC
<br />SCALE: N.T.S.
<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 />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8
<br />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 J
<br />SCALE: N.T.S. SS
<br />INSTALL WDW. SCREW ANCHOR
<br />INTO ARCH BLKG. PER
<br />INSTALLATION DETAILS
<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" MAX
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK —�
<br />2 x 8 BUCK - CONNECT TO BLOCK
<br />Z-0"
<br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN.
<br />1/4" MAX EMBEDMENT INTO
<br />SOLID BLKG. AT TOP BTWN. ARCH J�
<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)10d NAILS EQUAL
<br />THRU OSB INTO 2 x 8
<br />B_B ARCH DETAIL K
<br />—� SCALE: N.T.S. SS
<br />Z-0"
<br />SECTION
<br />A -A
<br />8"
<br />114" 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 />SECTION
<br />B-B
<br />8"
<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 />EQUAL 4' MAX. RAD.
<br />PROPER INSTALLATION MAX. 8
<br />#5 REBr
<br />(TYP,)
<br />STD. 90'
<br />FILL SOLID HOOK (1
<br />BOTH CELLS
<br />NOTCH WEB AT
<br />+5A FIRST 2 COURSI
<br />UPLIFT CAPACITY = 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 21/4" TITEN (IF TRUSS
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d
<br />SINKERS AND (7)1/4"x21/4" TITEN = 2150 #)
<br />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
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />ROOF SHEATHING ATTACHED
<br />PER NAILING SCHEDULE
<br />(5) 12d NAILS SIMPSON
<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 EXPANSION STRIP
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 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. 1/4" EXPANSION BOLT (2
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR)
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. 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: - SEALANT
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />-:•: ':. +.::',:::? :.: '' `:::....'.: 6" MIN. LAP SPLICE W/
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 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. 6" MIN. LAP
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE:
<br />REMAIN FREE OF MORTAR.
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES.
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. 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.) 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 MAY BE 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 BY
<br />TRUSS COMPANY OR 2X4
<br />#2 SYP @ 24" O.C.
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH --1
<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 31/2" TAPCONS AT 16"
<br />O.C.
<br />SECTION @a ENTRY rL
<br />SCALE: 3/4" = V-0" SS
<br />#5 CONT. TOP & MID
<br />"
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />i
<br />i
<br />L FILLED CELL PER
<br />FOUNDATION PLAN
<br />V0
<br />YP.)
<br />FHE
<br />:S
<br />UNACCEPTABLE INSTALLTION
<br />DO NOT DO THIS
<br />1�
<br />#5 REBAR (TYP,) ♦♦♦
<br />1®
<br />♦1
<br />1♦
<br />� #*TD. 90° HOOK (TYP.)
<br />1®
<br />@ FIRST COURSE
<br />®®A
<br />2"x BOT. PLATE W/ (2)10d @ 6" O.G
<br />3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO
<br />AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4"
<br />6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED
<br />2x BAND JOIST W/ FACE NAIL 1 Old
<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)1/41 1/2" SDS SCREWS
<br />INTO BAND JOIST & (4)1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP
<br />SCALE: N.T.S.
<br />SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />SEE ARCH PLAN AND
<br />PRE-ENG TRUSS DESIGN
<br />SEE NOTE 1 BELOW
<br />{ 1
<br />BRG WALL TYPE PER PLAN I I
<br />I I
<br />F CHANNEL,
<br />FASTENED PER
<br />NOTE 2 BELOW--(—NF--J—
<br />CONT 2x4 NAILED TO
<br />BLOCKING w/ 2-12d NAILS (**)
<br />2x SUB FASCIA
<br />ALUM DRIP EDGE
<br />ALUM FASCIA
<br />1-3/4" TRIM PAINTED
<br />SS NAIL w/ 5/16" HEAD
<br />DIA. @ 24" O.C.
<br />CONT VENTED OR SOLID SOFFIT
<br />2x BLOCKING NAILED TO TOP
<br />CHORD EVERY OTHER TRUSS
<br />W/ 3-12d NAILS, TYP. (**)
<br />1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
<br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
<br />LISTED IN THE DESIGN CRITERIA ON SHEET SN.
<br />2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
<br />PRODUCT APPROVAL) F CHANNEL FASTENED TO:
<br />- CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT
<br />- WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
<br />PATTERN
<br />SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE
<br />f F 1 STRUCTURAL SOFFIT
<br />C;
<br />/ ``' 0 SCALE: 3/4" = V-0" (**} FOR ALUMINUM SOFFITS WITH SPANS
<br />REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
<br />THE SOFFIT FL PA INSTALLATION CRITERIA
<br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
<br />W.W.M. AT PERIMETER
<br />WHERE THIS CONDITION
<br />OCCURS
<br />WITH MIN. 3 COVER 6.0
<br />jj.
<br />III Lik
<br />p°
<br />• D '�'T
<br />fll
<br />—
<br />GRADE D p
<br />°.
<br />°
<br />co
<br />CV � •D '
<br />(2) #5 REBAR. (1-STORY)
<br />16" MIN. (1-STORY) (3) #5 REBAR, (2-STORY)
<br />20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />REV. 07.28.21
<br />SCALE: 3/4" =1 "-0"
<br />�X
<br />4, �FNOTy
<br />+ +
<br />+ +
<br />+ +
<br />+ +
<br />+
<br />TRUSS
<br />2X4 SYP
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL—
<br />SCHED.
<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 />(2)10d NAILS @ 8" O.C.
<br />TO TRUSS TOP CHORD
<br />PLYWOOD SHEATHING
<br />BLOCKING AS
<br />r + REQUIRED TO
<br />A� + SUPPORT SOFFIT
<br />/ CENTER SOFFIT -
<br />PRECAST LINTEL
<br />SEE ELEVATION
<br />FOR OVER HANG
<br />(MAX. 4'41)
<br />SECTION @ ROOF EXTENSION rM
<br />SCALE: 3/4" = V-0" SS
<br />QGt= (ZWr:=P:T n) AAlll
<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 />SCALE: 3_
<br />z
<br />0
<br />0
<br />W
<br />h
<br />U
<br />FILL 1St4 COURSES
<br />SOLID W/GROUT
<br />a
<br />°
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS. ';'' %•
<br />4'
<br />OVERHAN �.
<br />•t .4 .
<br />•.
<br />RETROFIT WALL OVERHANG DETAIL (NTS
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 112"
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />1'-0" 5'-0"
<br />° ... I Y
<br />s
<br />° ° #5 BAR x
<br />p °
<br />V ° ° CENTERED W/
<br />o 9 H IN TOP o
<br />° , p p� ' KNOCKOUT / N
<br />;a ° CHAIR BLOCK
<br />MONO FOOTING •> p D °
<br />SIZE AND REINF. PER PLAN °
<br />AND SECTION DETAILS -1
<br />A
<br />CLEAN FILL .> °•
<br />DIRT �' z
<br />°• ° STANDARD c
<br />#5 BAR IN ' 9(T HOOK N
<br />FILLED CELL, k,. -.
<br />fi r.• % N ♦ V �� s• V '• �� sPkve s•
<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 />g EXISTING FOOTING (2) #5x6' IN CONC.
<br />Cn
<br />N FILLED CELL
<br />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY
<br />O
<br />4" SAW CUT
<br />EXISTING FOOTING A SECTION
<br />1 SCALE: N.T.S,
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N.T.S.
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB NO : 22-11687-11682
<br />SCALE : AS NOTED
<br />SHEET NO.SS
<br />STAGGERED @ 12 O.C.
<br />3/16" x 3 -1/2" DOOR JAMB (REFER
<br />TAPCON @ 16" 1x4 P.T. TO PRODUCT
<br />O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT
<br />TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. '� 2x8 P.T. w/ (2) ROWS 3/16"
<br />APPROVAL FOR CONN. / /�/ x 3-1/2" TAPCON @ 16" 1x4
<br />�i j (2) ROWS 3/16 x 3-1/2 i �/ O.C. & 4 FROM EACH
<br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIP
<br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/
<br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8
<br />2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC
<br />SCALE: N.T.S.
<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 />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8
<br />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 J
<br />SCALE: N.T.S. SS
<br />INSTALL WDW. SCREW ANCHOR
<br />INTO ARCH BLKG. PER
<br />INSTALLATION DETAILS
<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" MAX
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK —�
<br />2 x 8 BUCK - CONNECT TO BLOCK
<br />Z-0"
<br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN.
<br />1/4" MAX EMBEDMENT INTO
<br />SOLID BLKG. AT TOP BTWN. ARCH J�
<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)10d NAILS EQUAL
<br />THRU OSB INTO 2 x 8
<br />B_B ARCH DETAIL K
<br />—� SCALE: N.T.S. SS
<br />Z-0"
<br />SECTION
<br />A -A
<br />8"
<br />114" 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 />SECTION
<br />B-B
<br />8"
<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 />EQUAL 4' MAX. RAD.
<br />PROPER INSTALLATION MAX. 8
<br />#5 REBr
<br />(TYP,)
<br />STD. 90'
<br />FILL SOLID HOOK (1
<br />BOTH CELLS
<br />NOTCH WEB AT
<br />+5A FIRST 2 COURSI
<br />UPLIFT CAPACITY = 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 21/4" TITEN (IF TRUSS
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d
<br />SINKERS AND (7)1/4"x21/4" TITEN = 2150 #)
<br />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
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />ROOF SHEATHING ATTACHED
<br />PER NAILING SCHEDULE
<br />(5) 12d NAILS SIMPSON
<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 EXPANSION STRIP
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 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. 1/4" EXPANSION BOLT (2
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR)
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. 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: - SEALANT
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />-:•: ':. +.::',:::? :.: '' `:::....'.: 6" MIN. LAP SPLICE W/
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 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. 6" MIN. LAP
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE:
<br />REMAIN FREE OF MORTAR.
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES.
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. 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.) 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 MAY BE 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 BY
<br />TRUSS COMPANY OR 2X4
<br />#2 SYP @ 24" O.C.
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH --1
<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 31/2" TAPCONS AT 16"
<br />O.C.
<br />SECTION @a ENTRY rL
<br />SCALE: 3/4" = V-0" SS
<br />#5 CONT. TOP & MID
<br />"
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />i
<br />i
<br />L FILLED CELL PER
<br />FOUNDATION PLAN
<br />V0
<br />YP.)
<br />FHE
<br />:S
<br />UNACCEPTABLE INSTALLTION
<br />DO NOT DO THIS
<br />1�
<br />#5 REBAR (TYP,) ♦♦♦
<br />1®
<br />♦1
<br />1♦
<br />� #*TD. 90° HOOK (TYP.)
<br />1®
<br />@ FIRST COURSE
<br />®®A
<br />2"x BOT. PLATE W/ (2)10d @ 6" O.G
<br />3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO
<br />AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4"
<br />6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED
<br />2x BAND JOIST W/ FACE NAIL 1 Old
<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)1/41 1/2" SDS SCREWS
<br />INTO BAND JOIST & (4)1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP
<br />SCALE: N.T.S.
<br />SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />SEE ARCH PLAN AND
<br />PRE-ENG TRUSS DESIGN
<br />SEE NOTE 1 BELOW
<br />{ 1
<br />BRG WALL TYPE PER PLAN I I
<br />I I
<br />F CHANNEL,
<br />FASTENED PER
<br />NOTE 2 BELOW--(—NF--J—
<br />CONT 2x4 NAILED TO
<br />BLOCKING w/ 2-12d NAILS (**)
<br />2x SUB FASCIA
<br />ALUM DRIP EDGE
<br />ALUM FASCIA
<br />1-3/4" TRIM PAINTED
<br />SS NAIL w/ 5/16" HEAD
<br />DIA. @ 24" O.C.
<br />CONT VENTED OR SOLID SOFFIT
<br />2x BLOCKING NAILED TO TOP
<br />CHORD EVERY OTHER TRUSS
<br />W/ 3-12d NAILS, TYP. (**)
<br />1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
<br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
<br />LISTED IN THE DESIGN CRITERIA ON SHEET SN.
<br />2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
<br />PRODUCT APPROVAL) F CHANNEL FASTENED TO:
<br />- CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT
<br />- WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
<br />PATTERN
<br />SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE
<br />f F 1 STRUCTURAL SOFFIT
<br />C;
<br />/ ``' 0 SCALE: 3/4" = V-0" (**} FOR ALUMINUM SOFFITS WITH SPANS
<br />REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
<br />THE SOFFIT FL PA INSTALLATION CRITERIA
<br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
<br />W.W.M. AT PERIMETER
<br />WHERE THIS CONDITION
<br />OCCURS
<br />WITH MIN. 3 COVER 6.0
<br />jj.
<br />III Lik
<br />p°
<br />• D '�'T
<br />fll
<br />—
<br />GRADE D p
<br />°.
<br />°
<br />co
<br />CV � •D '
<br />(2) #5 REBAR. (1-STORY)
<br />16" MIN. (1-STORY) (3) #5 REBAR, (2-STORY)
<br />20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />REV. 07.28.21
<br />SCALE: 3/4" =1 "-0"
<br />�X
<br />4, �FNOTy
<br />+ +
<br />+ +
<br />+ +
<br />+ +
<br />+
<br />TRUSS
<br />2X4 SYP
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL—
<br />SCHED.
<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 />(2)10d NAILS @ 8" O.C.
<br />TO TRUSS TOP CHORD
<br />PLYWOOD SHEATHING
<br />BLOCKING AS
<br />r + REQUIRED TO
<br />A� + SUPPORT SOFFIT
<br />/ CENTER SOFFIT -
<br />PRECAST LINTEL
<br />SEE ELEVATION
<br />FOR OVER HANG
<br />(MAX. 4'41)
<br />SECTION @ ROOF EXTENSION rM
<br />SCALE: 3/4" = V-0" SS
<br />QGt= (ZWr:=P:T n) AAlll
<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 />SCALE: 3_
<br />z
<br />0
<br />0
<br />W
<br />h
<br />U
<br />FILL 1St4 COURSES
<br />SOLID W/GROUT
<br />a
<br />°
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS. ';'' %•
<br />4'
<br />OVERHAN �.
<br />•t .4 .
<br />•.
<br />RETROFIT WALL OVERHANG DETAIL (NTS
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 112"
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />1'-0" 5'-0"
<br />° ... I Y
<br />s
<br />° ° #5 BAR x
<br />p °
<br />V ° ° CENTERED W/
<br />o 9 H IN TOP o
<br />° , p p� ' KNOCKOUT / N
<br />;a ° CHAIR BLOCK
<br />MONO FOOTING •> p D °
<br />SIZE AND REINF. PER PLAN °
<br />AND SECTION DETAILS -1
<br />A
<br />CLEAN FILL .> °•
<br />DIRT �' z
<br />°• ° STANDARD c
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<br />FILLED CELL, k,. -.
<br />fi r.• % N ♦ V �� s• V '• �� sPkve s•
<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 />g EXISTING FOOTING (2) #5x6' IN CONC.
<br />Cn
<br />N FILLED CELL
<br />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY
<br />O
<br />4" SAW CUT
<br />EXISTING FOOTING A SECTION
<br />1 SCALE: N.T.S,
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N.T.S.
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB NO : 22-11687-11682
<br />SCALE : AS NOTED
<br />SHEET NO.SS
<br />SCALE: N.T.S.
<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 />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8
<br />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 J
<br />SCALE: N.T.S. SS
<br />INSTALL WDW. SCREW ANCHOR
<br />INTO ARCH BLKG. PER
<br />INSTALLATION DETAILS
<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" MAX
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK —�
<br />2 x 8 BUCK - CONNECT TO BLOCK
<br />Z-0"
<br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN.
<br />1/4" MAX EMBEDMENT INTO
<br />SOLID BLKG. AT TOP BTWN. ARCH J�
<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)10d NAILS EQUAL
<br />THRU OSB INTO 2 x 8
<br />B_B ARCH DETAIL K
<br />—� SCALE: N.T.S. SS
<br />Z-0"
<br />SECTION
<br />A -A
<br />8"
<br />114" 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 />SECTION
<br />B-B
<br />8"
<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 />EQUAL 4' MAX. RAD.
<br />PROPER INSTALLATION MAX. 8
<br />#5 REBr
<br />(TYP,)
<br />STD. 90'
<br />FILL SOLID HOOK (1
<br />BOTH CELLS
<br />NOTCH WEB AT
<br />+5A FIRST 2 COURSI
<br />UPLIFT CAPACITY = 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 21/4" TITEN (IF TRUSS
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d
<br />SINKERS AND (7)1/4"x21/4" TITEN = 2150 #)
<br />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
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />ROOF SHEATHING ATTACHED
<br />PER NAILING SCHEDULE
<br />(5) 12d NAILS SIMPSON
<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 EXPANSION STRIP
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 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. 1/4" EXPANSION BOLT (2
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR)
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. 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: - SEALANT
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />-:•: ':. +.::',:::? :.: '' `:::....'.: 6" MIN. LAP SPLICE W/
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 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. 6" MIN. LAP
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE:
<br />REMAIN FREE OF MORTAR.
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES.
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. 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.) 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 MAY BE 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 BY
<br />TRUSS COMPANY OR 2X4
<br />#2 SYP @ 24" O.C.
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH --1
<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 31/2" TAPCONS AT 16"
<br />O.C.
<br />SECTION @a ENTRY rL
<br />SCALE: 3/4" = V-0" SS
<br />#5 CONT. TOP & MID
<br />"
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />i
<br />i
<br />L FILLED CELL PER
<br />FOUNDATION PLAN
<br />V0
<br />YP.)
<br />FHE
<br />:S
<br />UNACCEPTABLE INSTALLTION
<br />DO NOT DO THIS
<br />1�
<br />#5 REBAR (TYP,) ♦♦♦
<br />1®
<br />♦1
<br />1♦
<br />� #*TD. 90° HOOK (TYP.)
<br />1®
<br />@ FIRST COURSE
<br />®®A
<br />2"x BOT. PLATE W/ (2)10d @ 6" O.G
<br />3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO
<br />AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4"
<br />6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED
<br />2x BAND JOIST W/ FACE NAIL 1 Old
<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)1/41 1/2" SDS SCREWS
<br />INTO BAND JOIST & (4)1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP
<br />SCALE: N.T.S.
<br />SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />SEE ARCH PLAN AND
<br />PRE-ENG TRUSS DESIGN
<br />SEE NOTE 1 BELOW
<br />{ 1
<br />BRG WALL TYPE PER PLAN I I
<br />I I
<br />F CHANNEL,
<br />FASTENED PER
<br />NOTE 2 BELOW--(—NF--J—
<br />CONT 2x4 NAILED TO
<br />BLOCKING w/ 2-12d NAILS (**)
<br />2x SUB FASCIA
<br />ALUM DRIP EDGE
<br />ALUM FASCIA
<br />1-3/4" TRIM PAINTED
<br />SS NAIL w/ 5/16" HEAD
<br />DIA. @ 24" O.C.
<br />CONT VENTED OR SOLID SOFFIT
<br />2x BLOCKING NAILED TO TOP
<br />CHORD EVERY OTHER TRUSS
<br />W/ 3-12d NAILS, TYP. (**)
<br />1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
<br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
<br />LISTED IN THE DESIGN CRITERIA ON SHEET SN.
<br />2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
<br />PRODUCT APPROVAL) F CHANNEL FASTENED TO:
<br />- CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT
<br />- WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
<br />PATTERN
<br />SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE
<br />f F 1 STRUCTURAL SOFFIT
<br />C;
<br />/ ``' 0 SCALE: 3/4" = V-0" (**} FOR ALUMINUM SOFFITS WITH SPANS
<br />REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
<br />THE SOFFIT FL PA INSTALLATION CRITERIA
<br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
<br />W.W.M. AT PERIMETER
<br />WHERE THIS CONDITION
<br />OCCURS
<br />WITH MIN. 3 COVER 6.0
<br />jj.
<br />III Lik
<br />p°
<br />• D '�'T
<br />fll
<br />—
<br />GRADE D p
<br />°.
<br />°
<br />co
<br />CV � •D '
<br />(2) #5 REBAR. (1-STORY)
<br />16" MIN. (1-STORY) (3) #5 REBAR, (2-STORY)
<br />20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />REV. 07.28.21
<br />SCALE: 3/4" =1 "-0"
<br />�X
<br />4, �FNOTy
<br />+ +
<br />+ +
<br />+ +
<br />+ +
<br />+
<br />TRUSS
<br />2X4 SYP
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL—
<br />SCHED.
<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 />(2)10d NAILS @ 8" O.C.
<br />TO TRUSS TOP CHORD
<br />PLYWOOD SHEATHING
<br />BLOCKING AS
<br />r + REQUIRED TO
<br />A� + SUPPORT SOFFIT
<br />/ CENTER SOFFIT -
<br />PRECAST LINTEL
<br />SEE ELEVATION
<br />FOR OVER HANG
<br />(MAX. 4'41)
<br />SECTION @ ROOF EXTENSION rM
<br />SCALE: 3/4" = V-0" SS
<br />QGt= (ZWr:=P:T n) AAlll
<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 />SCALE: 3_
<br />z
<br />0
<br />0
<br />W
<br />h
<br />U
<br />FILL 1St4 COURSES
<br />SOLID W/GROUT
<br />a
<br />°
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS. ';'' %•
<br />4'
<br />OVERHAN �.
<br />•t .4 .
<br />•.
<br />RETROFIT WALL OVERHANG DETAIL (NTS
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 112"
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />1'-0" 5'-0"
<br />° ... I Y
<br />s
<br />° ° #5 BAR x
<br />p °
<br />V ° ° CENTERED W/
<br />o 9 H IN TOP o
<br />° , p p� ' KNOCKOUT / N
<br />;a ° CHAIR BLOCK
<br />MONO FOOTING •> p D °
<br />SIZE AND REINF. PER PLAN °
<br />AND SECTION DETAILS -1
<br />A
<br />CLEAN FILL .> °•
<br />DIRT �' z
<br />°• ° STANDARD c
<br />#5 BAR IN ' 9(T HOOK N
<br />FILLED CELL, k,. -.
<br />fi r.• % N ♦ V �� s• V '• �� sPkve s•
<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 />g EXISTING FOOTING (2) #5x6' IN CONC.
<br />Cn
<br />N FILLED CELL
<br />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY
<br />O
<br />4" SAW CUT
<br />EXISTING FOOTING A SECTION
<br />1 SCALE: N.T.S,
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N.T.S.
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB NO : 22-11687-11682
<br />SCALE : AS NOTED
<br />SHEET NO.SS
<br />UPLIFT CAPACITY = 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 21/4" TITEN (IF TRUSS
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d
<br />SINKERS AND (7)1/4"x21/4" TITEN = 2150 #)
<br />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
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />ROOF SHEATHING ATTACHED
<br />PER NAILING SCHEDULE
<br />(5) 12d NAILS SIMPSON
<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 EXPANSION STRIP
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 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. 1/4" EXPANSION BOLT (2
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR)
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. 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: - SEALANT
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />-:•: ':. +.::',:::? :.: '' `:::....'.: 6" MIN. LAP SPLICE W/
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 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. 6" MIN. LAP
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE:
<br />REMAIN FREE OF MORTAR.
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES.
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. 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.) 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 MAY BE 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 BY
<br />TRUSS COMPANY OR 2X4
<br />#2 SYP @ 24" O.C.
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH --1
<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 31/2" TAPCONS AT 16"
<br />O.C.
<br />SECTION @a ENTRY rL
<br />SCALE: 3/4" = V-0" SS
<br />#5 CONT. TOP & MID
<br />"
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />i
<br />i
<br />L FILLED CELL PER
<br />FOUNDATION PLAN
<br />V0
<br />YP.)
<br />FHE
<br />:S
<br />UNACCEPTABLE INSTALLTION
<br />DO NOT DO THIS
<br />1�
<br />#5 REBAR (TYP,) ♦♦♦
<br />1®
<br />♦1
<br />1♦
<br />� #*TD. 90° HOOK (TYP.)
<br />1®
<br />@ FIRST COURSE
<br />®®A
<br />2"x BOT. PLATE W/ (2)10d @ 6" O.G
<br />3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO
<br />AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4"
<br />6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED
<br />2x BAND JOIST W/ FACE NAIL 1 Old
<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)1/41 1/2" SDS SCREWS
<br />INTO BAND JOIST & (4)1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP
<br />SCALE: N.T.S.
<br />SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />SEE ARCH PLAN AND
<br />PRE-ENG TRUSS DESIGN
<br />SEE NOTE 1 BELOW
<br />{ 1
<br />BRG WALL TYPE PER PLAN I I
<br />I I
<br />F CHANNEL,
<br />FASTENED PER
<br />NOTE 2 BELOW--(—NF--J—
<br />CONT 2x4 NAILED TO
<br />BLOCKING w/ 2-12d NAILS (**)
<br />2x SUB FASCIA
<br />ALUM DRIP EDGE
<br />ALUM FASCIA
<br />1-3/4" TRIM PAINTED
<br />SS NAIL w/ 5/16" HEAD
<br />DIA. @ 24" O.C.
<br />CONT VENTED OR SOLID SOFFIT
<br />2x BLOCKING NAILED TO TOP
<br />CHORD EVERY OTHER TRUSS
<br />W/ 3-12d NAILS, TYP. (**)
<br />1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
<br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
<br />LISTED IN THE DESIGN CRITERIA ON SHEET SN.
<br />2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
<br />PRODUCT APPROVAL) F CHANNEL FASTENED TO:
<br />- CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT
<br />- WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
<br />PATTERN
<br />SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE
<br />f F 1 STRUCTURAL SOFFIT
<br />C;
<br />/ ``' 0 SCALE: 3/4" = V-0" (**} FOR ALUMINUM SOFFITS WITH SPANS
<br />REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
<br />THE SOFFIT FL PA INSTALLATION CRITERIA
<br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
<br />W.W.M. AT PERIMETER
<br />WHERE THIS CONDITION
<br />OCCURS
<br />WITH MIN. 3 COVER 6.0
<br />jj.
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<br />(2) #5 REBAR. (1-STORY)
<br />16" MIN. (1-STORY) (3) #5 REBAR, (2-STORY)
<br />20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />REV. 07.28.21
<br />SCALE: 3/4" =1 "-0"
<br />�X
<br />4, �FNOTy
<br />+ +
<br />+ +
<br />+ +
<br />+ +
<br />+
<br />TRUSS
<br />2X4 SYP
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL—
<br />SCHED.
<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 />(2)10d NAILS @ 8" O.C.
<br />TO TRUSS TOP CHORD
<br />PLYWOOD SHEATHING
<br />BLOCKING AS
<br />r + REQUIRED TO
<br />A� + SUPPORT SOFFIT
<br />/ CENTER SOFFIT -
<br />PRECAST LINTEL
<br />SEE ELEVATION
<br />FOR OVER HANG
<br />(MAX. 4'41)
<br />SECTION @ ROOF EXTENSION rM
<br />SCALE: 3/4" = V-0" SS
<br />QGt= (ZWr:=P:T n) AAlll
<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 />SCALE: 3_
<br />z
<br />0
<br />0
<br />W
<br />h
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<br />FILL 1St4 COURSES
<br />SOLID W/GROUT
<br />a
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<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS. ';'' %•
<br />4'
<br />OVERHAN �.
<br />•t .4 .
<br />•.
<br />RETROFIT WALL OVERHANG DETAIL (NTS
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 112"
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />1'-0" 5'-0"
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<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 />g EXISTING FOOTING (2) #5x6' IN CONC.
<br />Cn
<br />N FILLED CELL
<br />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY
<br />O
<br />4" SAW CUT
<br />EXISTING FOOTING A SECTION
<br />1 SCALE: N.T.S,
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N.T.S.
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB NO : 22-11687-11682
<br />SCALE : AS NOTED
<br />SHEET NO.SS
<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 EXPANSION STRIP
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 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. 1/4" EXPANSION BOLT (2
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR)
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. 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: - SEALANT
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />-:•: ':. +.::',:::? :.: '' `:::....'.: 6" MIN. LAP SPLICE W/
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 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. 6" MIN. LAP
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE:
<br />REMAIN FREE OF MORTAR.
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES.
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. 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.) 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 MAY BE 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 BY
<br />TRUSS COMPANY OR 2X4
<br />#2 SYP @ 24" O.C.
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH --1
<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 31/2" TAPCONS AT 16"
<br />O.C.
<br />SECTION @a ENTRY rL
<br />SCALE: 3/4" = V-0" SS
<br />#5 CONT. TOP & MID
<br />"
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />i
<br />i
<br />L FILLED CELL PER
<br />FOUNDATION PLAN
<br />V0
<br />YP.)
<br />FHE
<br />:S
<br />UNACCEPTABLE INSTALLTION
<br />DO NOT DO THIS
<br />1�
<br />#5 REBAR (TYP,) ♦♦♦
<br />1®
<br />♦1
<br />1♦
<br />� #*TD. 90° HOOK (TYP.)
<br />1®
<br />@ FIRST COURSE
<br />®®A
<br />2"x BOT. PLATE W/ (2)10d @ 6" O.G
<br />3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO
<br />AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4"
<br />6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED
<br />2x BAND JOIST W/ FACE NAIL 1 Old
<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)1/41 1/2" SDS SCREWS
<br />INTO BAND JOIST & (4)1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP
<br />SCALE: N.T.S.
<br />SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />SEE ARCH PLAN AND
<br />PRE-ENG TRUSS DESIGN
<br />SEE NOTE 1 BELOW
<br />{ 1
<br />BRG WALL TYPE PER PLAN I I
<br />I I
<br />F CHANNEL,
<br />FASTENED PER
<br />NOTE 2 BELOW--(—NF--J—
<br />CONT 2x4 NAILED TO
<br />BLOCKING w/ 2-12d NAILS (**)
<br />2x SUB FASCIA
<br />ALUM DRIP EDGE
<br />ALUM FASCIA
<br />1-3/4" TRIM PAINTED
<br />SS NAIL w/ 5/16" HEAD
<br />DIA. @ 24" O.C.
<br />CONT VENTED OR SOLID SOFFIT
<br />2x BLOCKING NAILED TO TOP
<br />CHORD EVERY OTHER TRUSS
<br />W/ 3-12d NAILS, TYP. (**)
<br />1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
<br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
<br />LISTED IN THE DESIGN CRITERIA ON SHEET SN.
<br />2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
<br />PRODUCT APPROVAL) F CHANNEL FASTENED TO:
<br />- CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT
<br />- WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
<br />PATTERN
<br />SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE
<br />f F 1 STRUCTURAL SOFFIT
<br />C;
<br />/ ``' 0 SCALE: 3/4" = V-0" (**} FOR ALUMINUM SOFFITS WITH SPANS
<br />REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
<br />THE SOFFIT FL PA INSTALLATION CRITERIA
<br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
<br />W.W.M. AT PERIMETER
<br />WHERE THIS CONDITION
<br />OCCURS
<br />WITH MIN. 3 COVER 6.0
<br />jj.
<br />III Lik
<br />p°
<br />• D '�'T
<br />fll
<br />—
<br />GRADE D p
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<br />(2) #5 REBAR. (1-STORY)
<br />16" MIN. (1-STORY) (3) #5 REBAR, (2-STORY)
<br />20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />REV. 07.28.21
<br />SCALE: 3/4" =1 "-0"
<br />�X
<br />4, �FNOTy
<br />+ +
<br />+ +
<br />+ +
<br />+ +
<br />+
<br />TRUSS
<br />2X4 SYP
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL—
<br />SCHED.
<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 />(2)10d NAILS @ 8" O.C.
<br />TO TRUSS TOP CHORD
<br />PLYWOOD SHEATHING
<br />BLOCKING AS
<br />r + REQUIRED TO
<br />A� + SUPPORT SOFFIT
<br />/ CENTER SOFFIT -
<br />PRECAST LINTEL
<br />SEE ELEVATION
<br />FOR OVER HANG
<br />(MAX. 4'41)
<br />SECTION @ ROOF EXTENSION rM
<br />SCALE: 3/4" = V-0" SS
<br />QGt= (ZWr:=P:T n) AAlll
<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 />SCALE: 3_
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<br />0
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<br />FILL 1St4 COURSES
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<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS. ';'' %•
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<br />OVERHAN �.
<br />•t .4 .
<br />•.
<br />RETROFIT WALL OVERHANG DETAIL (NTS
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 112"
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />1'-0" 5'-0"
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<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/
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<br />#5x6' EMBEDDED INTO
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB NO : 22-11687-11682
<br />SCALE : AS NOTED
<br />SHEET NO.SS
<br />JACK TRUSS PROVIDED BY
<br />TRUSS COMPANY OR 2X4
<br />#2 SYP @ 24" O.C.
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH --1
<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 31/2" TAPCONS AT 16"
<br />O.C.
<br />SECTION @a ENTRY rL
<br />SCALE: 3/4" = V-0" SS
<br />#5 CONT. TOP & MID
<br />"
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />i
<br />i
<br />L FILLED CELL PER
<br />FOUNDATION PLAN
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<br />YP.)
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<br />DO NOT DO THIS
<br />1�
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<br />@ FIRST COURSE
<br />®®A
<br />2"x BOT. PLATE W/ (2)10d @ 6" O.G
<br />3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO
<br />AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4"
<br />6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED
<br />2x BAND JOIST W/ FACE NAIL 1 Old
<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)1/41 1/2" SDS SCREWS
<br />INTO BAND JOIST & (4)1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP
<br />SCALE: N.T.S.
<br />SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />SEE ARCH PLAN AND
<br />PRE-ENG TRUSS DESIGN
<br />SEE NOTE 1 BELOW
<br />{ 1
<br />BRG WALL TYPE PER PLAN I I
<br />I I
<br />F CHANNEL,
<br />FASTENED PER
<br />NOTE 2 BELOW--(—NF--J—
<br />CONT 2x4 NAILED TO
<br />BLOCKING w/ 2-12d NAILS (**)
<br />2x SUB FASCIA
<br />ALUM DRIP EDGE
<br />ALUM FASCIA
<br />1-3/4" TRIM PAINTED
<br />SS NAIL w/ 5/16" HEAD
<br />DIA. @ 24" O.C.
<br />CONT VENTED OR SOLID SOFFIT
<br />2x BLOCKING NAILED TO TOP
<br />CHORD EVERY OTHER TRUSS
<br />W/ 3-12d NAILS, TYP. (**)
<br />1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
<br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
<br />LISTED IN THE DESIGN CRITERIA ON SHEET SN.
<br />2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
<br />PRODUCT APPROVAL) F CHANNEL FASTENED TO:
<br />- CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT
<br />- WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
<br />PATTERN
<br />SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE
<br />f F 1 STRUCTURAL SOFFIT
<br />C;
<br />/ ``' 0 SCALE: 3/4" = V-0" (**} FOR ALUMINUM SOFFITS WITH SPANS
<br />REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
<br />THE SOFFIT FL PA INSTALLATION CRITERIA
<br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
<br />W.W.M. AT PERIMETER
<br />WHERE THIS CONDITION
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<br />16" MIN. (1-STORY) (3) #5 REBAR, (2-STORY)
<br />20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />REV. 07.28.21
<br />SCALE: 3/4" =1 "-0"
<br />�X
<br />4, �FNOTy
<br />+ +
<br />+ +
<br />+ +
<br />+ +
<br />+
<br />TRUSS
<br />2X4 SYP
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL—
<br />SCHED.
<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 />(2)10d NAILS @ 8" O.C.
<br />TO TRUSS TOP CHORD
<br />PLYWOOD SHEATHING
<br />BLOCKING AS
<br />r + REQUIRED TO
<br />A� + SUPPORT SOFFIT
<br />/ CENTER SOFFIT -
<br />PRECAST LINTEL
<br />SEE ELEVATION
<br />FOR OVER HANG
<br />(MAX. 4'41)
<br />SECTION @ ROOF EXTENSION rM
<br />SCALE: 3/4" = V-0" SS
<br />QGt= (ZWr:=P:T n) AAlll
<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 />SCALE: 3_
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<br />0
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<br />FILL 1St4 COURSES
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<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS. ';'' %•
<br />4'
<br />OVERHAN �.
<br />•t .4 .
<br />•.
<br />RETROFIT WALL OVERHANG DETAIL (NTS
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 112"
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />1'-0" 5'-0"
<br />° ... I Y
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<br />STEMWALL FOOTING SIZE AND
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<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.
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<br />N FILLED CELL
<br />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY
<br />O
<br />4" SAW CUT
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<br />1 SCALE: N.T.S,
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N.T.S.
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
<br />W
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<br />SCALE: N.T.S.
<br />SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />SEE ARCH PLAN AND
<br />PRE-ENG TRUSS DESIGN
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<br />BRG WALL TYPE PER PLAN I I
<br />I I
<br />F CHANNEL,
<br />FASTENED PER
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<br />CONT 2x4 NAILED TO
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<br />ALUM DRIP EDGE
<br />ALUM FASCIA
<br />1-3/4" TRIM PAINTED
<br />SS NAIL w/ 5/16" HEAD
<br />DIA. @ 24" O.C.
<br />CONT VENTED OR SOLID SOFFIT
<br />2x BLOCKING NAILED TO TOP
<br />CHORD EVERY OTHER TRUSS
<br />W/ 3-12d NAILS, TYP. (**)
<br />1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
<br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
<br />LISTED IN THE DESIGN CRITERIA ON SHEET SN.
<br />2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
<br />PRODUCT APPROVAL) F CHANNEL FASTENED TO:
<br />- CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT
<br />- WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
<br />PATTERN
<br />SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE
<br />f F 1 STRUCTURAL SOFFIT
<br />C;
<br />/ ``' 0 SCALE: 3/4" = V-0" (**} FOR ALUMINUM SOFFITS WITH SPANS
<br />REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
<br />THE SOFFIT FL PA INSTALLATION CRITERIA
<br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
<br />W.W.M. AT PERIMETER
<br />WHERE THIS CONDITION
<br />OCCURS
<br />WITH MIN. 3 COVER 6.0
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<br />16" MIN. (1-STORY) (3) #5 REBAR, (2-STORY)
<br />20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />REV. 07.28.21
<br />SCALE: 3/4" =1 "-0"
<br />�X
<br />4, �FNOTy
<br />+ +
<br />+ +
<br />+ +
<br />+ +
<br />+
<br />TRUSS
<br />2X4 SYP
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL—
<br />SCHED.
<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 />(2)10d NAILS @ 8" O.C.
<br />TO TRUSS TOP CHORD
<br />PLYWOOD SHEATHING
<br />BLOCKING AS
<br />r + REQUIRED TO
<br />A� + SUPPORT SOFFIT
<br />/ CENTER SOFFIT -
<br />PRECAST LINTEL
<br />SEE ELEVATION
<br />FOR OVER HANG
<br />(MAX. 4'41)
<br />SECTION @ ROOF EXTENSION rM
<br />SCALE: 3/4" = V-0" SS
<br />QGt= (ZWr:=P:T n) AAlll
<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 />SCALE: 3_
<br />z
<br />0
<br />0
<br />W
<br />h
<br />U
<br />FILL 1St4 COURSES
<br />SOLID W/GROUT
<br />a
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<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS. ';'' %•
<br />4'
<br />OVERHAN �.
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<br />•.
<br />RETROFIT WALL OVERHANG DETAIL (NTS
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 112"
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />1'-0" 5'-0"
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<br />STEMWALL FOOTING SIZE AND
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<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 />g EXISTING FOOTING (2) #5x6' IN CONC.
<br />Cn
<br />N FILLED CELL
<br />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY
<br />O
<br />4" SAW CUT
<br />EXISTING FOOTING A SECTION
<br />1 SCALE: N.T.S,
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N.T.S.
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB NO : 22-11687-11682
<br />SCALE : AS NOTED
<br />SHEET NO.SS
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