|
1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />♦ UNACCEPTABLE INSTALLTION ♦
<br />DOOR JAMB (REFER TO PRODUCT MAX. 8 ♦♦ DO NOT DO THIS 00
<br />TO PRODUCT P.T. TO PRODUCT PROPER INSTALLATION ♦ ♦ 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.
<br />APPROVAL FOR CONN. '� i
<br />APPROVAL FOR CONN. ,' '% APPROVAL FOR CONN. i 1 X 4 ATTACHED WALL SHEATHING TO
<br />/, FURRING -1/2"
<br />%-
<br />1x4 P.T. 3116"0 X 3" LONG1x4 FURRING
<br />3-1/4" LONG X 3/16" J , FURRING TAPCONS y (2) ROWS 3/16 X 3
<br />TAPCON @ 16
<br />TAPCON. INTO ' O.C. & 2X8
<br />4"
<br />STAGGERED @ 16" BLOCK@ SPACING 1x8 P.T. FROM EACH END w/MIN. 1X8
<br />„ 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 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. j; j 2x8 P.T. w/ (2) ROWS 3/16"
<br />x 3-1/2" TAPCON 16"
<br />APPROVAL FOR CONN. %i;� O �' O.C. & 4" FROM ACH 1x4
<br />/ !�:' 2 ROWS 3/16" x 3-1/2"
<br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING
<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" 0' 3-1/4" DETAIL
<br />#5 REB
<br />(TYP,)
<br />STD. 90
<br />It
<br />FILL SOLID
<br />HOOK
<br />BOTH CELLS
<br />NOTCH WEB AT
<br />+5"
<br />FIRST 2 COURS
<br />♦®♦
<br />AR ♦
<br />♦
<br />"
<br />TYP.)
<br />♦♦
<br />♦♦
<br />♦♦
<br />#5 REBAR (TYP,) �
<br />®
<br />�1
<br />STD. 90° HOOK (TYP.)
<br />3/4" PLYWOOD DECKING GLUED
<br />AND NAILED W/ 8d COMMON @
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />O.C., 2 ROWS STAGGERED
<br />2x BAND JOIST W/ FACE NAIL 1 Od
<br />@ TOP & BTTM CHORD, AND (8)
<br />FACE NAILS 10d @ TRUSS VERT.
<br />WEB
<br />L 44,
<br />METAL SEAT PLATE
<br />NOTE:
<br />46
<br />LAP SHEATHING TO
<br />BOTTOM OF BAND
<br />JOIST TYPICAL
<br />®.�
<br />♦®®
<br />♦
<br />SIMPSON HGAM1 OKTA @ 12" O.C.
<br />w/ (4) 1/41 1/2" SIDS SCREWS
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />+NOTCH B @FIRST COURSE
<br />.� - ♦♦
<br />♦
<br />THE ®.�f ♦♦♦♦
<br />ES
<br />�� ♦♦
<br />-
<br />-
<br />-
<br />--
<br />_
<br />-
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW
<br />ROUGH OPENINGS CC
<br />FOUNDCEIONPPLAN ER
<br />FILLED CELL INSTALLATION
<br />H
<br />RETROFIT FOR MISSING EMBEDDED STRAP
<br />SCALE: N.T.S.
<br />SS
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />SS
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />SECTION
<br />UPLIFT CAPACITY = 805 # FOR 1 STRAP
<br />W/ 1/4" x 3 1/4" TAPCON " 1 1/4MIN.
<br />(
<br />A -A
<br />= 1610 #FOR 2 STRAPS
<br />FILL 1st4COURSES
<br />EMBEDMENT INTO BLK.) 1/4" MAX
<br />soLlDw/GROUT
<br />,r 2'-0"
<br />8"
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SEE ARCH PLAN AND
<br />y _ �s �-
<br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
<br />BLOCK HEADER ARCH BLKG. &BUCK
<br />1/4" x 3 1/4" TAPCONS
<br />„ „
<br />SIMPSON HM9KT w/ (4)1/4 x1 1/2 SIDS
<br />PRE-ENG TRUSS DESIGN
<br />SEE NOTE 1 BELOW 70,
<br />`
<br />R
<br />1/2" DRYWALL *
<br />SCREWS 5 1/4 x21/4 TITEN (IF
<br />O
<br />RT,�A!. FEv�rw assis7
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
<br />'C
<br />8d NAILS AT 8" O.C. AT BUCK
<br />LEAVE A CUTOUT IN O.S.B. ON THE
<br />SINKERS AND 7) 1/4"x21/4" TITEN = 2150 #)
<br />(
<br />2x SUB FASCIAII
<br />'
<br />�; :- `�,'
<br />2 x 8 45" DIAGONAL (4)10d NAILS INTO
<br />ALUM DRIP EDGE
<br />F�n IDi
<br />BRACE(S) 2 x 8 BRACE/ BLKG.
<br />INSIDE TO ALLOW FOR INSULATION
<br />r
<br />d �' for cor,.oii, „v. C
<br />7/16' OSB
<br />TO BE INSTALLED
<br />BOND BEAM OR CAST IN PLACE BEAM
<br />I I
<br />BRG WALL TYPE ALUM FASCIA
<br />T-
<br />FOR OVERHANGS BETWEEN OVER 1 112"
<br />dition b
<br />CONTACT ENGINEER OF RECORD FOR y ®e17� .
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />POLY CELL IN THIS AREA
<br />2 x 8 45 DIAGONAL BRACE AT EA.
<br />I
<br />PER PLAN I I 1-3/4" TRIM PAINTED
<br />FURTHER INSTRUCTIONS. °
<br />SCRIBE (NOTCH)
<br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8
<br />FACE OF ARCH W/ (3) 10d NAILS
<br />AT EA. END
<br />RETROFIT TRUSS DETAIL
<br />I I
<br />F CHANNEL, SS NAIL w/ 5/16" HEAD
<br />I DIA. @ 24" O.C.
<br />OVERRAN
<br />CONNECT W/ 8d NAILS BRACE/BLKG.
<br />N.T.S.
<br />FASTENED PER
<br />NOTE 2 BELOW I Y I CONT VENTED OR SOLID SOFFIT
<br />INSTALL WDW. SCREW ANCHOR -I'm x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
<br />PROVIDE WITHIN
<br />CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP
<br />a
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />INTO ARCH BLKG. PER
<br />BRACE
<br />4" MIN. OF BRACE
<br />BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS
<br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />TYP. **
<br />w/ 3-12d NAILS, ( )
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 112"
<br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />START OF ARC
<br />IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />/
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
<br />ARCH DETAIL
<br />4' MAX. RAID.
<br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ ,
<br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
<br />LISTED IN THE DESIGN CRITERIA ON SHEET SN.
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
<br />1-0'� 5�-O��
<br />SCALE: N.T.S.
<br />SS
<br />12
<br />PRODUCT APPROVAL) F CHANNEL FASTENED TO:
<br />JACK TRUSS PROVIDED BY SEE
<br />TRUSS COMPANY OR PLAN
<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 />OlLf INISH FLO
<br />2x6 #2 SYP @ 24" O.C.
<br />PATTERN
<br />2 x 8 BUCK - CONNECT TO BLOCK
<br />WITH 1/4' x 31/4" TAPCON (1 1/4"MIN.
<br />SECTION
<br />ROOF SHEATHING ATTACHED i
<br />- SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @EACH GROOVE
<br />e . ••
<br />�. yD
<br />1/4" MAX EMBEDMENT INTO
<br />K.) B B
<br />2-0 8„
<br />PER NAILING SCHEDULE ALL
<br />e ° �•• #5 BAR
<br />'• 2
<br />STRUCTURAL SOFFIT
<br />1.�" ° ° CENTERED W/
<br />''
<br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH
<br />(5) 12d NAILS SIMPSON i
<br />S FO 1
<br />b e .
<br />�' 9 FOP
<br />1 X 4 FURRING BLKG. &BUCK
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS
<br />F IN
<br />; ° e
<br />KNOCKOUT / o
<br />d NAILS
<br />REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER
<br />i o a..
<br />8d NAILS @ 8" O.C. AT BUCK
<br />THE SOFFIT FL PA INSTALLATION CRITERIA
<br />a CHAIR BLOCK
<br />- D
<br />2 x 8 VERT. W/ (2) 10d
<br />•
<br />NAILS AT EA. END
<br />PROVIDE 2x •
<br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
<br />MONO FOOTING e
<br />PROVIDE 2 x 8 DIAG. BRACE B
<br />VERT. BRACES WHEN HGT. OF
<br />PROVIDE (2) MIN.
<br />TAPCON AT EA. SIDE
<br />CONT. W/ (3)
<br />12d NAILS
<br />•', e' ° .
<br />SIZE AND REINF. PER PLAN
<br />BRACE EXCEEDS 24"
<br />BUCK - (1) WITHIN 4"
<br />JACK TRUSS PROVIDED BY --/
<br />AND SECTION DETAILS
<br />LEAVE A CUT OUT INrSBON T
<br />MIN. OF START OF
<br />TRUSS COMPANY OR 2x4
<br />CLEAN FILL
<br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOULATION
<br />ARCH
<br />#2 SYP @ 24" O.C.
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />DIRT Z
<br />TO BE INSTALLED
<br />00,
<br />T-0" MAX SEE PLAN
<br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
<br />2XO�F
<br />° STANDARD b
<br />BUILT UP PLWD. BUCK-
<br />Ry * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />A
<br />e.
<br />90' HOOK N
<br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />+ OGE
<br />+ + NCT (2) 10d NAILS @ 8" O.C.
<br />N
<br />>
<br />#5 BAR IN
<br />TO FIT ARCH CONNECT W/
<br />NOTE: IF TRUSSES USED) W/ (2) #6 X 4Yz' WOOD
<br />+ TO TRUSS TOP CHORD
<br />FILLED CELL,
<br />8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />START OF ARC
<br />SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />+
<br />+
<br />. _ .,�. .-
<br />INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL T MAX. RAID.
<br />GABLE ONLY, CORNERS WALL USE 2 1/4" X 31/2" TAPCONS AT 16"
<br />()
<br />+
<br />+ PLYWOOD SHEATHING
<br />•;
<br />�, �, . �, . �, .
<br />Sk
<br />ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8
<br />SHALL NOT BE FRAMED AS O.C.
<br />+
<br />PER INSTALLATION DETAILS ARCH DETAIL K
<br />B-B
<br />HIP.
<br />DESIGNED ONLY FOR THE SECTION @ ENTRY rL
<br />BLOCKING AS
<br />STEMWALL FOOTING SIZE AND
<br />REINF. PERLAN AND STEMWALL
<br />SCALE: N.T.S. SS
<br />INSTALLATION OF SHINGLE SCALE: 3/4" = 1'-0"
<br />TRUSS + + REQUIRED TO
<br />MONO TO STEMWALL FOOTING SECTION DETAILS
<br />AND METAL ROOF FINISH SS
<br />+ SUPPORT SOFFIT
<br />2X4 SYP . ®.
<br />SCALE: 3/4" = V-0"
<br />EACH TRUSS
<br />GLASS BLOCK INSTALLATION NOTES
<br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
<br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />CONNECTOR ''®°
<br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<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 />SEE LINTEL
<br />EXISTING BOND BEAM.
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />MASONRY WALL. SEE PLAN FOR
<br />SCHED.
<br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />ENTER SO IT
<br />DRILL 3/4"x5" MIN. HOLE SET BAR IN
<br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />EPDXY CAP TO PREVENT LEAKAGE
<br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
<br />EXPANSION STRIP
<br />PRECAST LINTEL
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
<br />20 ga. PANEL
<br />SEE ELEVATION
<br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
<br />ANCHOR
<br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2")
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />W.W.M. AT PERIMETER
<br />FOR OVER HANG
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
<br />1/4" EXPANSION BOLT (2
<br />WHERE THIS CONDITION
<br />(MAX. 4'-0")
<br />y
<br />#5x6' EMBEDDED INTO EXISTING BOND BEAM
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />9 ga. PANEL PER ANCHOR)
<br />#5 CONT. TOP & MID OCCURS
<br />SECTION @ROOF EXTENSION M
<br />z
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />REINFORCING
<br />o)
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />(EVERY OTHER
<br />WITH MIN. 3" COVER 6'-0"
<br />SCALE: 3/4" = 1'-0"
<br />SS
<br />FILL CELL FULL HEIGHT W/
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />COURSE) EXPANSION STRIP
<br />w
<br />NON SHRINK GROUT.
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />,
<br />p
<br />U
<br />SEE SHEET D2 AND
<br />SIMPSON HTT4 w/ (18)10d x 1
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />° X ,
<br />° °
<br />w
<br />�
<br />A
<br />REINFORCING AS FOLLOWS:
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />SEALANT
<br />I IT� �I I —I I—�-T
<br />II
<br />FLOOR PLAN FOR
<br />1/2" NAILS TO STUDS & (1) - MORE INFO
<br />Q
<br />a
<br />1
<br />g° ° L�7I
<br />— — — —�--
<br />I II ��T—III—� -
<br />5/8" DIA ALL THREAD ROD
<br />~
<br />J
<br />#5x6' EMBEDDED INTO
<br />* PRESS PANEL REINFORCING INTO PLACE.._'"?„_
<br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />6 MIN. LAP SPLICE W/
<br />u ° III— T-
<br />=1L=
<br />EPDXIED w/ SIMPSON "SET" i,,
<br />EPDXY MIN. 6" EMBEDMENT &
<br />U
<br />Q
<br />z
<br />_
<br />EXISTING FOOTING (2) #5x6' IN CONC.
<br />REINFORCING PANEL
<br />° TTI=I I I —I!
<br />N
<br />FILLED CELL
<br />SMOOTH. DO NO FURROW.
<br />° ,
<br />3" MIN. EDGE DISTANCE
<br />DRILL MIN. HOLE
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />GRADE u. u I—t l !- I I_
<br />SET BARR INN EPDXY.',
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />6" MIN. LAP
<br />p e
<br />O
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE
<br />`V °
<br />REMAIN FREE OF MORTAR.
<br />NOTE:
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<br />r o
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />SEALANT
<br />° °
<br />4" SAW CUT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY,
<br />GLASS BLOCK DETAIL
<br />\ (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
<br />3 #5 REBAR. (2-STORY)
<br />16" MIN. (1-STORY) () (- )
<br />A SECTION
<br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
<br />EXISTING FOOTING
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />1 SCALE: N.T.S.
<br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />SECTION AT DEEP MONO FOUNDATION
<br />I
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />RETROFIT
<br />FILLED CELL DETAIL
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />REV. 07.28.21 SCALE: 3/4" = 1'-0"
<br />RETROFIT FOR MISSING
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />MSTAM STRAP
<br />SCALE: N.T.S.
<br />INSTALLATION OF GLASS BLOCK.
<br />SCALE: 3/4" = V-0"
<br />j
<br />fv
<br />C14
<br />1,
<br />• Ved
<br />7th
<br />00
<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural
<br />plans and specifications contained within these
<br />drawings comply with the 2020
<br />Florida Building Code -
<br />Residential
<br />7th Edition. Engineers 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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