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<br />1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL
<br />1x4 1/2"DRYWALL DOOR JAMB (REFER 1x4 (
<br />UNACCEPTABLE INSTALLTION
<br />DOOR JAMB (REFER
<br />P.T. TO PRODUCT TO PRODUCT
<br />TO PRODUCT , , � ,
<br />APPROVAL FOR CONN. ��
<br />APPROVAL FOR CONN. ; i"
<br />PROPER INSTALLATION MAX. 8 DO NOT DO THIS
<br />2"x BOT. PLATE W/ (2)10d @ 6" O.C..
<br />ATTACHED WALL SHEATHING TO
<br />-
<br />APPROVAL FOR CONN. /i �j 1 X 4
<br />1x4 /
<br />#5 REBAR P,
<br />® (TYP,) ®
<br />3/4" PLYWOOD DECKING GLUED
<br />1x4 P.T. 3/16"� X 3" LONG j
<br />16"0 X 3 FURRING (2) ROWS 3/16° x 3-1/2" FURRING
<br />j
<br />3-1/4" LONG X 3/1610 :,� FURRING
<br />#tt5 RBAR ®
<br />AND NAILED W/ 8d COMMON @
<br />6" O.C. EDGES AND 12" O.G. FIELD
<br />-
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />O.C., 2 ROWS STAGGERED
<br />,�/' T
<br />TAPCON. INTO TAPCON @ 16' O.C. & 4 2X8
<br />STAGGERED
<br />(TYP,)
<br />_ l
<br />1x8 P.T. FROM EACH END w/ MIN. 1X8
<br />BLOCK@ SPACING „ O.C. 2-ROWS INTO
<br />PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH
<br />TD. 90° HOOK (TYP.)
<br />-^
<br />2x BAND JOIST W/ FACE NAIL 10d
<br />MASONRY THROUGH 11 1x8 w/ 2 ROWS 8d NALS ��
<br />1-1/2 DETAIL O 3 DETAIL
<br />STD. 90' '�
<br />@ TOP & BTTM CHORD, AND (8)
<br />1x4 P.T. & 1x8 P,T.
<br />STAGGERED @ 12 O.C.
<br />FILLSOLID
<br />BOTH CELLS HOOK (TYP.)
<br />FACE NAILS 10d @TRUSS VERT.
<br />WEB
<br />3/16" x 3 -1/2" DOOR JAMB (REFER
<br />TAPCON @ 16" 1x4 P.T. TO PRODUCT
<br />iMETAL
<br />if]
<br />SEAT PLATE
<br />O.C. & 4" FROM DOOR JAMB (REFER 1/2"DRYWALL
<br />/,/
<br />NOTE:
<br />DOOR JAMB REFER EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN. 1x4
<br />(
<br />/
<br />LAP SHEATHING TO
<br />OTTOM OF BAND
<br />2" EDGE DIST. APPROVAL FOR CONN• / ,�i 2x8 P.T. w/ (2) ROWS 3/Ej
<br />16"
<br />TO PRODUCT
<br />JO►ST TYPICAL
<br />x 3-1/2" TAPCON @ 16"
<br />APPROVAL FOR CONN. // (2) ROWS 3/16" x 3-1/2" „ /���� 1x4
<br />O.C. & 4" FROM EACH
<br />TAPCON @ 16" O.C. & FURRING
<br />II END w/ MIN. 2" EDGE DIST.
<br />4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/
<br />+ II NOTC @FIRST COURSE
<br />® -2
<br />SIMPSON HGAM10KTA 12" O.C.
<br />@
<br />w/ (4) 1/4x1 1/2" SIDS SCREWS
<br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8
<br />®
<br />-
<br />_ -
<br />E-
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL
<br />NOTCH WEB AT THE
<br />+5A FIRST 2 COURSES
<br />TITEN INTO K.O. BLOCK
<br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />FILLED CELL INSTALLATION KH
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />SCALE: N.T.S. SS
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL,
<br />SCALE: N.T.S.
<br />SS
<br />INFO SCALE: N.T.S.
<br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION
<br />UPLIFT CAPACITY = 805 # FOR 1 STRAP
<br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A
<br />-A
<br />= 1610 # FOR 2 STRAPS
<br />FILL 1st4 COURSES
<br />•'
<br />EMBEDMENT INTO BLK.) 1/4" MAX
<br />.e. SOLID W/GROUT
<br />,r 2'-0" 8"
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SEE ARCH PLAN AND
<br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
<br />1/4" x 3 1/4" TAPCONS
<br />P DESIGN
<br />'
<br />BLOCK HEADER ARCH BLKG. & BUCK
<br />SIMPSON HM9KTw/ (4)1/4"x1 1/2"SDS
<br />SEE NOTE 1SELOW
<br />1/2" DRYWALL _
<br />SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS
<br />__
<br />*
<br />i
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d
<br />8d NAILS AT 8" O.C. AT BUCK
<br />SINKERS AND (7)1/4"x21/4"TITEN = 2150 #)
<br />2x SUB FASCIA
<br />2 x 8 45' DIAGONAL (4) 10d NAILS INTO
<br />LEAVE A CUT OUT IN O.S.B. ON THE
<br />ALUM DRIP EDGE
<br />BRACES
<br />( ) 2 x 8 BRACE/BLKG.
<br />INSIDE TO ALLOW FOR INSULATION
<br />7/16" OSB
<br />CUT HOLE IN O.S.B. FOR
<br />TO BE INSTALLED
<br />BOND BEAM OR CAST IN PLACE BEAM
<br />BRG WALL TYPE ALUM FASCIA
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />BUILT UP PLWD. BUCK ARCH PANEL
<br />POLY -CELL IN THIS AREA
<br />2 x 8 45 DIAGONAL BRACE AT EA.
<br />PER PLAN I ( 1-3/4" TRIM PAINTED
<br />FURTHER INSTRUCTIONS. ' " ;'' •. <•
<br />•
<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 />SS NAIL w/ 5116" HEAD
<br />F CHANNEL,
<br />DIA. @ 24 O.C.
<br />• : ...
<br />OVERHAN
<br />...,, :d
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<br />FASTENED PER
<br />N.T.S.
<br />NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT
<br />a..
<br />INSTALL WDW. SCREW ANCHOR\_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 />PROVIDE WITHIN
<br />CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />INTO ARCH BLKG. PER
<br />BRACEAPCON
<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 />w/ 3-12d NAILS, TYP. (**)
<br />FOR OVERHANGS BETWEEN 314" TO 1 1/2"
<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 4%" WOOD
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D.
<br />1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
<br />ARCH DETAIL
<br />4' MAX. RAD.
<br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
<br />,
<br />LISTED IN THE DESIGN CRITERIA ON SHEET SIN.
<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-
<br />1 Qrl 51- Qrr
<br />SCALE: N.T.S. SS
<br />12
<br />JACK TRUSS PROVIDED BY SEE
<br />PRODUCT APPROVAL) F CHANNEL FASTENED TO:
<br />TRUSS COMPANY OR
<br />- CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN, EMBEDMENT
<br />PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />- WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
<br />INISH FLO
<br />2
<br />WITH
<br />x 8 BUCK - CONNECT TO BLOCK SECTION
<br />1/4" x 31/4" TAPCON (1 1/4" MIN.
<br />ROOF SHEATHING ATTACHED
<br />/A/
<br />PATTERN
<br />- SUB FASCIA w/ 16 GA. 314"x1/4" CROWN STAPLE @EACH GROOVE
<br />°/4"
<br />MAX EMBEDMENT INTO K.) B-B
<br />PER NAILING SCHEDULE
<br />° ° �' o.• #5 BAR
<br />-
<br />2 0 8
<br />SIMPSON
<br />i
<br />STRUCTURAL SOFFIT
<br />'o °: 10" ds ' P ° CENTERED W/
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />(5)12d NAILS
<br />S F01
<br />0� LE IN TOP o
<br />1 X4 FURRING
<br />BLKG. &BUCK
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS
<br />► °
<br />KNOCKOUT/ �t
<br />Sd NAILS
<br />REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
<br />_ _ ► .''
<br />8d NAILS @ 8" O.C. AT BUCK
<br />THE SOFFIT FL PA INSTALLATION CRITERIA
<br />_
<br />- = ,n ° CHAIR BLOCK
<br />PROVIDE 2 x 8 DIAG. BRACE BT
<br />2 x 8 VERT. W/ (2)10d
<br />NAILS AT EA. END —
<br />PROVIDE (2) MIN.
<br />PROVIDE 2x •
<br />CONT. W/ (3)
<br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
<br />- -
<br />MONO FOOTING -I -III; ' e °
<br />I•� °'
<br />VERT. BRACES WHEN HGT, OF
<br />BRACE EXCEEDS 24"
<br />TAPCON AT EA. SIDE
<br />BUCK - (1) WITHIN 4"
<br />12d NAILS
<br />JACK TRUSS PROVIDED BY
<br />,
<br />.
<br />SIZE AND REINFPER PLAN i --
<br />AND SECTION DETAILS -
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />MIN. OF START OF
<br />TRUSS COMPANY OR 2x4
<br />- °
<br />CLEAN FILL °
<br />2 x 8 VERT. BRACE(S)
<br />INSIDE TO ALLOW FOR INSULATION
<br />ARCH
<br />#2 SYP @ 24" O.C.
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />.e
<br />DIRT �' Z
<br />TO BE INSTALLED
<br />z
<br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
<br />2k0�
<br />° STANDARD
<br />4'-0" MAX SEE PLAN
<br />BUILT UP PLWD. BUCK -
<br />Flay * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H.
<br />A. o
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16" OSB ARCH PANEL
<br />2X4 SYP #2 CONT. MATCH TRUSS DEPTH
<br />(
<br />+ OAF
<br />+ + NGT (2)10d NAILS @ 8" O.C.
<br />y
<br />> 90• HOOK N
<br />#5 BAR IN
<br />TO FIT ARCH CONNECT W/
<br />START OF ARC
<br />NOTE: IF TRUSSES USED) W/ (2) #6 X 4'Y2' WOOD
<br />+ + TO TRUSS TOP CHORD
<br />FILLED CELL °- '- ' • ' '
<br />8d NAILS
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />4' MAX. RAD.
<br />SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />+ +
<br />.: . I
<br />INSTALL WDW, SCREW
<br />BTWN. OSB ARCH FACES W/ 4 10d NAILS EQUAL EQUAL
<br />O
<br />GABLE ONLY, CORNERS WALL USE 2 1/4" X 31/2" TAPCONS AT 16"
<br />O
<br />+ + PLYWOOD SHEATHING
<br />.%
<br />�, �• � �, s• � � �, s• � , �, s � �, s•
<br />ANCHOR INTO ARCH BLKG.
<br />THRU OSB INTO 2 x 8
<br />SHALL NOT BE FRAMED AS O.C.
<br />+ +
<br />PER INSTALLATION DETAILS
<br />B-B
<br />ARCH DETAIL r
<br />DESIGNED ONLY FOR THE SECTION @ ENTRY L
<br />+
<br />BLOCKING AS
<br />STEMWALL FOOTING SIZE AND
<br />REINF. PERLAN AND STEMWALL
<br />SCALE: N.T.S.
<br />SS
<br />INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" SS
<br />TRUSS +
<br />+ REQUIRED TO
<br />MONO TO STEMWALL FOOTING SECTION DETAILS
<br />AND METAL ROOF FINISH
<br />+ SUPPORT SOFFIT
<br />2X4 SYP . ®s
<br />SCALE: 3/4" = V-0"
<br />EACH TRUSS
<br />GLASS BLOCK INSTALLATION NOTES
<br />'
<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 />Is
<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 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 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 />N %
<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 />FOR OVER HANG
<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 />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2
<br />WHERE THIS CONDITION
<br />(MAX. 4'-0")
<br />}
<br />#5x6' EMBEDDED INTO EXISTING BOND BEAM
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 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 REINFORCING
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />WITH MIN. 3" COVER 6'-0°
<br />SCALE: 3/4" = 1'-0" SS
<br />O
<br />(EVERY OTHER
<br /><
<br />FILL CELL FULL HEIGHT W/
<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 />w
<br />p
<br />NON SHRINK GROUT.
<br />SEE SHEET DZ AND
<br />SIMPSON HTT4 w/ (18)10d x 1
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />°
<br />° P
<br />° °
<br />w
<br />REINFORCING AS FOLLOWS:
<br />* SEALANT
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />_
<br />-I �=ITi=I�I1-II T
<br />° �I Tj-
<br />FLOOR PLAN FOR
<br />1/2" NAILS TO STUDS & (1) - MORE INFO
<br />U)
<br />" a
<br />1
<br />*
<br />I= I=I I (=
<br />k - - �r-r r .
<br />�- � �
<br />5/8 DIA. ALL THREAD ROD
<br />E-
<br />#5x6' EMBEDDED INTO
<br />N -
<br />PRESS PANEL REINFORCING INTO PLACE. N C II
<br />- 6 MIN. LAP SPLICE W/
<br />- - -
<br />D 4 —IT1�- ITS
<br />- - -
<br />"SET"�.
<br />EPDXIED w/ SIMPSON ET X D S SO S
<br />U z
<br />-
<br />EXISTING FOOTING (2) #5x6 IN CONC.
<br />* COVER PANEL REINFORCING WITH PP
<br />A NG UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL
<br />- -
<br />I � I �I=
<br />° - r
<br />I
<br />EPDXY MIN. 6 EMBEDMENT &
<br />„
<br />Q
<br /><n N
<br />FILLED CELL
<br />SMOOTH. DO NO FURROW.
<br />u
<br />_� I I'
<br />3 MIN. EDGE DISTANCE
<br />DRILL 3/4"x5" MIN. HOLE
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />, IT-I_I I-
<br />GRADE TT.„:.
<br />SET BAR IN EPDXY
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP
<br />O
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE
<br />p
<br />REMAIN FREE OF MORTAR. NOTE:
<br />Cl)
<br />z_ \ ''
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES.
<br />T • o
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT
<br />° °
<br />4" SAW CUT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL
<br />\ °
<br />-
<br />(2) #5 REBAR.1STORY
<br />()
<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 />16" MIN. (1-STORY) (3) #5 REBAR. (2-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 />0,ofI
<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 />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />RETROFIT
<br />FILLED CELL DETAIL
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING.
<br />REV. 07.28.21 SCALE: 3/4" = V-0"
<br />RETROFIT FOR MISSING ,a
<br />WIDTT SPEEDS UP
<br />O 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />MSTAMK. STRAP
<br />SCALE: N.T.S.
<br />NOR ON OF GLAS
<br />SCALE: 3/4" = V-0"
<br />60
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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
<br />Florida Building Code -
<br />Residential 7th Edition, Engineer's signature and seal is only for
<br />the structural engineering portions
<br />of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB
<br />NO:
<br />22-08305
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />SS
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