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<br />11 X44 1/2" DRYWALL DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER P T F TO PRODUCT F
<br />P.T. TO PRODUCT
<br />TO PRODUCT APPROVAL FOR CONN.
<br />APPROVAL FOR CONN. A 4
<br />APPROVAL FOR CON4)N. x4
<br />FURRING
<br />x4 P.T. 3/16"0 X 3" LONG
<br />FURRING
<br />3 FURRING
<br />X// (2) ROWS 3/16" x 3-1/2"
<br />-1 /4" LONG X 3/16" 0 1 /,�, I
<br />X/X
<br />TAPCONS TAPCON @ 16" O.C. & 4" 2X8
<br />TAPCON. INTO STAGGERED @ 16" L1x8 P.T. FROM EACH END w/ MIN. 1X8
<br />BLOCK@ SPACING O.C. 2-ROWS INTO
<br />PER MANUFACTURE V DETAIL MASONRYTHROUGH 2" EDGE DIST. ATTACH
<br />1x4 P.T. & 1x8 P.T. 1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS 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 />EACH END W/ MIN. TO PRODUCT N r1x41/2"D1
<br />16"
<br />DOOR JAMB (REFER F
<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
<br />(2) ROWS 3/16" x 3-1/2"
<br />O.C. & 4" FR
<br />OM EACH
<br />'I
<br />FURRIN(
<br />TAPCON @ 16" O.0 IST
<br />& EDGE DIST.
<br />END w/ MIN. 2"
<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 1 0dx3" 2x8
<br />1) 1 1A if STAGGERED@ 12"O.C. 1-11A11 nPTA I I
<br />4A L.1 I MI L LJ I MI L
<br />I I
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrCC
<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 />1/4" MAX
<br />1 X 4 FURRING
<br />SOLID BLKG. AT TOP BTWN.
<br />BLOCK HEADER
<br />ARCH BLKG, & BUCK
<br />1/2" DRYWALL
<br />8d NAILS AT 8" O.C. AT BUCK
<br />7N
<br />2 x 8 45^ DIAGONAL
<br />T 0
<br />(4) 10d NAILS INTO
<br />BRACE(S)
<br />2 x 8 BRACE/ BLKG.
<br />LK G
<br />7/16" OSB
<br />BUILT UP PLWD. BUCK
<br />ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />SCRIBE (NOTCH)
<br />POLY -CELL IN THIS ARjEA
<br />BACKSIDE TO FIT ARCH
<br />(4) 1 Od NAILS INTO 2 x 8
<br />CONNECT W/ 8d NAILS
<br />BRACE/BLKG.
<br />INSTALL WDW. SCREW ANCHORfiq
<br />'I 'T, " 'I, I I _,M'j
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />INTO ARCH BLKG. PER
<br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
<br />INSTALLATION DETAILS A -A
<br />PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<br />1-vz, rHK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />ARCH DETAIL
<br />SCALE: N.T.S.
<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 DrAGONAL BRACE AT EA.
<br />FACE OF ARCH W/ (3) 1 Od 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" M IN. B-B
<br />EMBEDMENT INTOI�.)
<br />1/4" MAX
<br />2-4' 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) 1 Od
<br />PROVIDE 2 x 8 DIAG, BRACE BTW*,
<br />NAILS AT EA. END
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />T
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />0 S�B
<br />2 x 8 VERT. BRACE(S)
<br />�U)N
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />BUILT UP PLWD. BUCK -
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16" OSB ARCH PANEL
<br />TO FIT ARCH CONNECT W/
<br />8d NAILS
<br />x4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />E�_'-2
<br />INSTALL WDW, SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />BTWN. OS B ARC H FAC ES W/ (4) 1 Od NAI LS EQUAL EQUAL
<br />THRU OSB INTO 2 x 8
<br />PER INSTALLATION DETAILS
<br />B-B
<br />ARCH DETAIL rK
<br />SCALE: N.T.S. � �S
<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 />PROPER INSTALLATION MAX. 8"
<br />#5 REB,
<br />(TYP,)
<br />FILL SOLID
<br />BOTH CELLS
<br />STD. 90,
<br />HOOK
<br />T
<br />NOTCH WEB AT
<br />L—FIRST2COURSI
<br />±5 A
<br />All'AL, IF Y = ZSUZ) 9 r UN I Z) I hAt'
<br />= 1610 # FOR 2 STRAPS
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS
<br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
<br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
<br />BOND BEAM OR CAST IN PLACE BEAM
<br />RETROFIT TRUSS DETAIL
<br />N.T.S.
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (3) #6 X 4Y,." 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 />JACK TRUSS PROVIDED BY--/
<br />TRUSS COMPANY OR 2x4
<br />.do 00, #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN
<br />2X4 SYP #2 CONT (MATCH TRUSS DEPTH
<br />NOTE:
<br />SHED ROOF ENDS TO BE
<br />GABLE ONLY, CORNERS
<br />SHALL NOT BE FRAMED AS
<br />HIP.
<br />DESIGNED ONLY FOR THE
<br />INSTALLATION OF SHINGLE
<br />AND METAL ROOF FINISH
<br />GLASS BLOCK INSTALLATION NOTES
<br />A)
<br />COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />B)
<br />ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />EXTENDS TO SILL.
<br />C)
<br />SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />D)
<br />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 />4-
<br />E)
<br />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)
<br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />n1LAP
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />6" MIN.
<br />G)
<br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE
<br />NOTE:
<br />REMAIN FREE OF MORTAR.
<br />H)
<br />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)
<br />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)
<br />APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />K)
<br />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 />IF TRUSSES USED) W/ (2) #6 X 4Y�" 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
<br />SCALE: 3/4" = V-0"
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />W , W , M , AT PERIMETER
<br />WHERE THIS CONDITION
<br />#5 CONT. TOP & MID — OCCURS
<br />WITH MIN. 3" COVER — —
<br />— — 6-0" /1-F.
<br />m1 —111 ... ...
<br />I--- I
<br />:7�
<br />7
<br />GRADE
<br />A
<br />CN V
<br />z
<br />C-4
<br />(2) #5 REBAR. (1 -STCRY)
<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" = V-0"
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />UNACCEPTABLE INSTALLTION
<br />DO NOT DO THIS.
<br />�R *4P#* ***
<br />141%
<br />YP.)
<br />THE
<br />:S
<br />FILLED CELL INSTALLATION
<br />SEE ARCH PLAN AND
<br />PRE-ENG TRUSS DESIGN
<br />SEE NOTE I BELOW
<br />BRG WALL TYPE
<br />PER PLAN
<br />F CHANNEL,
<br />FASTENED PER
<br />NOTE 2 BELOWL—��
<br />CONT 2x4 NAILED TO
<br />BLOCKING w/ 2-12d NAILS (")
<br />#5 REBAR (TYP,)
<br />040
<br />00
<br />90- HOOK (TYP.)
<br />0
<br />SCALE: N.T.S.
<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 />L CONT VENTED OR SOLID SOFFIT
<br />2x BLOCKING NAILED TO TOP
<br />CHORD EVERY OTHER TRUSS
<br />w/ 3-12d NAILS, TYR (-)
<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. wl 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"xl /4" CROWN STAPLE @ EACH GROOVE
<br />&STRUCTURAL SOFFIT
<br />SF01 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 />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 />'L, Vv,
<br />BLOCKING AS
<br />+ REQUIREDTO
<br />+ SUPPORT SOFFIT
<br />PRECAST LINTEL ENTER SOFFIT
<br />�77 SEE ELEVATION
<br />FOR OVER HANG
<br />(MAX , 4� _0")
<br />SECTION @ ROOF EXTENSION
<br />SCALE: 3/4" = V-10"
<br />.qF:F.RHF:FT n) Amn
<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 />W'Al IZZ q
<br />z
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<br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C..
<br />3/4" PLYWOOD DECKING GLUED
<br />X
<br />ATTACHED WALL SHEATHING TO
<br />>�,,
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />AND NAILED W/ 8d COMMON @
<br />z O.C., 2 ROWS STAGGERED
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />_J
<br />2x BAND JOIST W/ FACE NAIL 10d
<br />@ TOP & BTTM CHORD, AND (8)
<br />FACE NAILS 10d @ TRUSS VERT.
<br />WEB
<br />METAL SEAT PLATE
<br />NOTE:
<br />LAP SHEATHING TO
<br />BOTTOM OF BAND
<br />QlKADQr)Kl Wr_AKA1r)VTA n� l')" ('I r'
<br />@ FIRST COURSE —7' w/ (4) 1/41 1/2" SDS SCREWS
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />L TITEN INTO K.O. BLOCK
<br />RETROFIT FOR MISSING 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 1 112"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS.�
<br />OVE
<br />7
<br />L-fl
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
<br />1 NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D.
<br />11-011 5-011
<br />INISH FLO
<br />b
<br />#5 BAR
<br />CENTERED W/
<br />IN TOP C:)
<br />KNOCKOUT/
<br />CHAIR BLOCK
<br />4
<br />MONO FOOTING
<br />SIZE AND REINF. PER PLAN
<br />AND SECTION DETAILS
<br />CLEAN FILL
<br />DIRT
<br />STANDARD 9
<br />gy 00
<br />H K
<br />#5 BARIN
<br />FILLED CELL[ vo —L,
<br />v L V L. % L, V L,
<br />STEMWALL FOOT11`NG SIZE AND
<br />REINF. PERLAN AND STEMWALL
<br />MONO TO STEMWALL FOOTING SECTION DETAILS
<br />SCALE: 3/4" = V-0"
<br />)TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC
<br />)NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<br />EXISTING BOND BEAM.
<br />DRILL 3/4"xS' 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 W1
<br />NON SHRINK GROUT.
<br />#5x6'EMBEDDED INTO
<br />EXISTING FOOTING
<br />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY
<br />/n% "r..r"M fl^klfl
<br />SAW CUT
<br />EXISTING FOOTING SECTION
<br />SCALE: N.T.S.
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N.T.S.
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<br />To the best of the Engineers knowledge, information and belief,
<br />the structural plans and spedfications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />JOB
<br />NO: 22-02396
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />SS
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