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<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 />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-1
<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 />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER*14"2X8
<br />1/2" DRYWALL
<br />DOOR JAMB (REFER P.T. TO PRODUCT FTO PRODUCT
<br />TO PRODUCT APPROVAL FOR CONAPPROVAL FOR CONN. i /i;; . APPROVAL FOR CONN. !/ '/ i; X4
<br />' 1 x4 /r1x4 P.T. 3/16"0 X 3" LONG FURRING FURRING
<br />3-1/4" LONG X 3/16"0 %/SIT FURRING TAPCONS ' " ' (2) ROWS 3/16 x 3-1/2TAPCON. INTO TAPGON @ 16" O.C. &STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ M.
<br />BLOCK@ SPACING „ O.C. 2-ROWS INTO
<br />PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH
<br />MASONRY THROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS
<br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL
<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 1/2" DRYWALL
<br />TO PRODUCT APPROVAL FOR CONN. ix4
<br />DOOR JAMB (REFER EACH END W/ MIN,
<br />TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. �, % i �� 2x8 P.T. w/ (2) ROWS 3/16"
<br />APPROVAL FOR CONN. - �/ /i x 3-1/2" TAPCON @ 16" 1x4
<br />j'� / (2) ROWS 3/16 x 3-1/2 , �� O.C. & 4 FROM EACH FURRIN(
<br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.
<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. SS
<br />1/4" MAX 2'-0"
<br />n SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK
<br />SECTION
<br />A -A
<br />8"
<br />8d NAILS AT 8" O.C. AT BUCK
<br />(4)10d NAILS INTO ,
<br />2 x 8 BRACE/ BLKG.
<br />7/16" OSB
<br />ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />POLY -CELL IN THIS AREA
<br />(4) 10d NAILS INTO 2 x 8
<br />\_
<br />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 K�j
<br />SCALE: N.T.S. SS
<br />2 x 8 BUCK - CONNECT TO BLOCK
<br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN.
<br />�1/4" MAX EMBEDMENT INTO K.)
<br />it 2'-0"
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />BLKG. & BUCK
<br />2 x 8 VERT. W/ (2)10d
<br />NAILS AT EA. END---------,-_�X
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />7116" 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 />1/4" x 31/4" 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 REB
<br />(TYP.)
<br />FILL SOLID
<br />BOTH CELLS
<br />STD. 90'
<br />HOOK (1
<br />E ]/Z///
<br />i i;
<br />,
<br />El
<br />NOTCH WEB AT
<br />+5^
<br />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"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 4%" WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />12
<br />JACK TRUSS PROVIDED BY SEE
<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 />JACK TRUSS PROVIDED BY---/
<br />TRUSS COMPANY OR 2X4
<br />#2 SYP @ 24" O.C.
<br />4'-0" MAX SEE PLAN
<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 31/2" TAPCONS AT 16"
<br />O.C.
<br />SECTION @ ENTRY K,
<br />L
<br />SCALE: 3/4" = V-0" SS
<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. MASONRY WALL. SEE PLAN FOR
<br />D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER
<br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL
<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 W.W.M. AT PERIMETER
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6 -0 F
<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 t,
<br />REINFORCING AS FOLLOWS:
<br />* SEALANT
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. — —�— — -—
<br />1I f III _f I ,l I I,,�I I I.
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />6 D MIN. LAP SPLICE W/ — —
<br />_I_
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />EL REINFORCING PANEL
<br />T SMOOTH, DO NO FURROW. ° D ° _
<br />. III= -
<br />1T�
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE D D h
<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
<br />REMAIN FREE OF MORTAR. NOTE: Cl) z
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g D
<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 \ ' (2) #5 REBAR. (1-STORY)
<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 16" MIN. (1-STORY) (3) #5 REBAR, (2-STORY)
<br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
<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 SECTION AT DEEP MONO FOUNDATION
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0"
<br />FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK,
<br />`— FILLED CELL PER
<br />FOUNDATION PLAN
<br />® UNACCEPTABLE INSTALLTION
<br />® DO NOT DO THIS
<br />®
<br />2"x BOT. PLATE W/ (2)10d @ 6" O.C.
<br />JV
<br />�R ®
<br />#5 REBAR (TYP,) `
<br />3/4" PLYWOOD DECKING GLUED
<br />AND NAILED W/ 8d COMMON @
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />�_
<br />ATTACHED WALL SHEATHING TO
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />O.C., 2 ROWS STAGGERED
<br />`STD. 90° HOOK (TYP.)
<br />2x BAND JOIST W/ FACE NAIL 10d
<br />@ TOP & BTTM CHORD, AND (8)
<br />Yp,)
<br />=
<br />FACE NAILS 10d @ TRUSS VERT.
<br />WEB
<br />—
<br />METAL SEAT PLATE
<br />NOTE:
<br />1:7
<br />LAP SHEATHING TO
<br />BOTTOM OF BAND
<br />JOIST TYPICAL
<br />SIMPSON HGAM10KTA @ 12" O.C.
<br />w/ (4) 1/4x1 1/2" SDS SCREWS
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />+2, NOTC F4 @ FIRST COURSE
<br />—
<br />®
<br />THE ® `
<br />:S
<br />FILLED CELL INSTALLATION
<br />SEE ARCH PLAN AND
<br />PRE-ENG TRUSS DESIGN
<br />BRG WALL TYPE -
<br />PER PLAN
<br />F CHANNEL,
<br />FASTENED PER
<br />NOTE 2 BELOW
<br />CONT 2X4 NAILED TO
<br />BLOCKING w/ 2-12d NAILS (**)
<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 />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"x1/4" 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 />i STRUCTURAL SOFFIT
<br />SFO I 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 />2X0
<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 />4EN07
<br />1y
<br />(2)10d NAILS @ 8" O.C.
<br />TO TRUSS TOP CHORD
<br />PLYWOOD SHEATHING
<br />+
<br />+ BLOCKING AS
<br />+ REQUIRED TO
<br />+ +
<br />+ SUPPORT SOFFIT
<br />CENTER SOFFIT
<br />PRECAST LINTEL
<br />Is
<br />SEE ELEVATION
<br />FOR OVER HANG
<br />(MAX. 4'-0")
<br />SECTION @ ROOF EXTENSION M
<br />SCALE: 3/4" = V-0" SS
<br />qFF gHFFT nq ANSI
<br />SIMPSON HTT4 w/ (18)1Od x 1
<br />1/2" NAILS TO STUDS & (1) -
<br />5/8n 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,, - r
<br />Ir
<br />Z
<br />0
<br />U)
<br />2
<br />0
<br />w
<br />U
<br />RETROFIT FOR MISSING EMBEDDED STRAP
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO
<br />FILL 1st 4 COURSES
<br />SOLID W/GROUT
<br />e.
<br />d
<br />a,
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS. • " ;' '
<br />OVERHAN .y
<br />d•,
<br />d.
<br />RETROFIT WALL OVERHANG DETAIL (NTS
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />11-011 5'-011
<br />INISH
<br />SCALE: N.T.S.
<br />° ' #5 BAR
<br />10, o• ° p 4
<br />V 10 A. ° :CENTERED W/ g
<br />..'L2Z H30KIN TOP b
<br />° KNOCKOUT/ N
<br />- " ° CHAIR BLOCK
<br />-- °
<br />MONO FOOTING I I -..._L
<br />SIZE AND REINF. PER PLAN °,
<br />AND SECTION DETAILS - -
<br />CLEAN
<br />FILL - .o °• °
<br />z
<br />6
<br />DIRT —
<br />°.• ° STANDARD o
<br />0 99 HOOK iv
<br />#5 BAR IN
<br />FILLED CELL, It
<br />I I ,
<br />s°
<br />STEMWALL FOOTING SIZE AND
<br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL
<br />SECTIONN DETAILS
<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 />IJ EXISTING FOOTING
<br />RETROFIT FILLED CELL DETAIL
<br />�4 SAW CUT
<br />rA SECTION
<br />1 SCALE: N.T.S.
<br />SCALE: N.T.S.
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<br />To the best of the Engineers knowledge, information and belief,
<br />the structural
<br />plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential
<br />7th Edition. Engineer's signature and seal is only for
<br />the structural
<br />engineering portions of the drawing pages bearing
<br />Engineer's
<br />signature and seal.
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<br />JOB
<br />NO: 22-02363
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />SS
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