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C.0 <br />C14 <br />C.0 <br />I <br />C14 <br />rn <br />0 <br />CIO <br />:9 <br />-0 <br />< <br />-.0- <br />C14 <br />C" <br />I <br />0 <br />_j <br />LO <br />LO <br />C 1 ::1 <br />rl") <br />C14 <br />I <br />C14 <br />C-4 <br />ro <br />Cn <br />C14 <br />C14 <br />r- <br />LO <br />CD <br />LO <br />C> <br />C14 <br />E <br />,2 <br />0 <br />0 <br />E <br />LZ <br />c14 <br />LO <br />LO <br />45 <br />0 <br />< <br />M <br />-0 <br />DOOR JAMB (REF 1x4 1/2" DRYWALL <br />ER <br />DOOR JAMB (REFER F-1 <br />X4 1/2" DRYWALL <br />F <br />DOOR JAMB (REFER <br />TO PRODUCT <br />1x4 F 1/2" DRYWALL <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />4N. <br />P-T <br />P.T <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />x4 <br />APPROVAL FOR CONN. <br />X 4 <br />E <br />o:7 E 'r <br />1x4 P.T. <br />X 3" LONG <br />E <br />FURRING <br />3-1/4" LONG X 3/16,10 <br />FURRING <br />3/16"0 <br />TAPCONS <br />FURRING <br />(2) ROWS 3/16" x 3-1/2" <br />TAPCON. INTO <br />STAGGERED @ 16" <br />TAPCON @ 16" O.C. & 4" <br />LI-.;2X8 <br />BLOCK@ SPACING <br />1" <br />DETAIL <br />O.C. 2-ROWS INTO <br />1x8 P.T. <br />FROM EACH END w/ MIN. <br />2" EDGE DIST. ATTACH <br />1X8 <br />PER MANUFACTURE <br />MASONRYTHROUGH <br />1-1/2" DETAIL <br />1x8 w/ (2) ROWS 8d NAILS <br />3" DETAIL <br />W P.T. & 1x8 P.T. <br />STAGGERED @ 12" O.C. <br />-3/16" 3 -1/2" <br />1X4 P.T. <br />DOOR JAMB (REFER <br />TAPCON @ 16" <br />TO PRODUCT <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />N. <br />APPROVAL FOR CONN. <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />EACH END W/ MIN. <br />TO PRODUCT <br />F_ <br />TO PRODUCT <br />2" EDGE DIST. <br />IN <br />APPROVAL FOR CONN. <br />/1 <br />2x8 P.T. w/ (2) ROWS 3/16" <br />31 <br />APPROVAL FOR CONN. <br />(2) ROWS 3/16" x 3-1/2" <br />x 3-1/2" TAPCON @ 16" <br />O.C. & 4" FROM EACH <br />1x4 <br />TAPCON @ 16" O.C. & <br />END w/ MIN. 2" EDGE DIST. <br />FURRINI <br />4" FROM EACH END w/ <br />2x8 P.T. <br />ATTACH SECOND PLY w/ <br />2x P,T. AS REQ' D <br />MIN. 2" EDGE DIST. <br />(2) ROWS 10dx3" <br />2x8 <br />gy nFTAII <br />9 114,, <br />nFTAII <br />STAGGERED @ 12" O.c. <br />3-1/4" DETAIL <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS <br />SCALE: N.T.S. <br />1/4" MAX <br />it <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 3 1/4" TAPCON ( 11/4" MIN. <br />EMBEDMENT INTO BILK.) <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)lOdNAILSINTO \ — <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />11 <br />7/16" OSB <br />CUT HOLE IN O.S.B. FOR <br />BUILT UP PLWD. BUCK ARCH PANEL <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA <br />BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 <br />CONNECT W/ 8d NAILS BRACE/BLKG. <br />KG. (FULL WIDTH OF WALL) BTWN. 0 <br />2 x 4 SOLID BL SB <br />INSTALL WDW. SCREW ANCHOR --I" <br />INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSIB INTO 2 x 8 <br />INSTALLATION DETAILS 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 Ill J� <br />SCALE: N.T.S. <br />17A <br />Sz <br />2 x 8 BUCK - CONNECT TO BLOCK <br />2'-0" <br />WITH <br />1/4"x 3 1/4" TAPCON (1 1/4" MIN. <br />EMBEDMENT IN K.) <br />/4" MAX Z-10" <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 />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE B <br />HEN HGT. OTV� <br />VERT. BRACES W F <br />BRACE EXCEEDS 24" <br />B ON T <br />LEAVE A CUT OUT IN O.S.B. ON T <br />2 x 8 VERT. BRACE(S) <br />)!OS <br />INSIDE TO ALLOW FOR INSULATION <br />1��ULATION <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 />"--2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />INSTALL WDW, SCREW—��� <br />ANCHOR INTO ARCH BLKG. <br />BTWN. OSIB ARCH FACES W/ (4) 1 Od NAILS EQUAL <br />THRU OSIB INTO 2 x 8 <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL rK <br />SCALE: N.T.S. <br />SECTION <br />A -A <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 />---2x845 DrAGONAL 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 />811 <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 />4'MAX. RAD. <br />n START OF ARC <br />EQUAL <br />MAX. 8" <br />PROPER INSTALLATION <br />1 <br />#5 REB) <br />(TYP,) <br />STD. 90' <br />FILL SOLID <br />HOOK (I <br />B OTH CELLS <br />71 <br />Ft. <br />M <br />NOTCH WEB AT <br />11:5' <br />FIRST 2 COURSI <br />...... <br />APACITY = 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 />IS2 PLY INSTALL SIMPSON LGT2w/(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 41/? 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 />JACK TRUSS PROVIDED BY <br />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 IMPSON <br />(10)— <br />H2.5A W/ <br />2X6 TO 2X4 <br />8d NAILS <br />2 <br />S <br />NOTE: <br />SHED ROOF ENDS TO BE <br />GABLE ONLY, CORNERS <br />SHALL NOT BE FRAMED AS <br />DESIGNED ONLY FOR THE <br />HIP. <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 <br />(MATCH TRUSS DEPTH <br />. <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 />rL <br />SCALE: 3/4" V-0" <br />1\ �s <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 />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />HOOKED DOWEL <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. FORSOLIDGLASS <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />ANCHOR <br />W W M AT PERIMETER <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />1 4'1 <br />WHERE THIS CONDITION <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL PER ANCHOR) <br />OCCURS <br />#5 CONT. TOP & MID <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />WITH MIN. 3" COVER 6'-0" <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />I <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />//F-F. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />f <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />A t. <br />REINFORCING AS FOLLOWS: <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />. 6 ZI M 1 <br />=1 <br />I 11TI 1=11 <br />PRESS PANEL REINFORCING INTO PLACE, <br />.1 . <br />111=1 <br />6" MIN. LAP SPLICE W/ <br />> <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />SMOOTH, DO NO FURROW. <br />REINFORCING PANEL <br />1 17 <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />MIN. LAP <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />1, SPLICE <br />CN <br />REMAIN FREE OF MORTAR. <br />. -, �,­,,-, NOTE: <br />Cl) <br />z <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />CN 5g <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 />t, (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.) <br />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />.20" <br />J0 <br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />SECTION AT DEEP MONO FOUNDATION <br />MANUFACTUREIR'S APPLICATION MANUAL AND INSTRUCTIONS. <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" V-0" <br />FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <br />FILLEDCELLPER <br />FOUNDATION PLAN <br />�R <br />YP.) <br />THE <br />:S <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />FILLED CELL INSTALLATION <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />SEE NOTE 1 BELOW <br />I <br />BRIG WALL TYPE <br />PER PLAN 1 <br />I <br />F CHANNEL, <br />FASTENED PER <br />NOTE 2 BELOW--L—V--L <br />CONT 2X4 NAILED TO <br />BLOCKING W/ 2-12d NAILS <br />#5 REBAR (TYP,) <br />4�'TD. 90- HOOK (TYP.) <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 />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 SIN. <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"XII/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 CALE: 3/4" = V-0" FOR ALUMINUM SOFFITS WITH SPANS <br />S 4", INSTALL MID SPAN BLOCKING PER <br />REV. 09.23.2021 > V <br />THE SOFFIT FIL PA INSTALLATION CRITERIA <br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* <br />��O <br />+ t-i4 <br />+ <br />+ <br />+ <br />+ <br />+ + <br />+ <br />+ <br />+ + <br />. . . . . . <br />14 4%, <br />+ <br />+ <br />TRUSS <br />2X4 SYP <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL- <br />SCHEID. <br />PRECAST LINTEL <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 Z-15" TO 4'-0" O.H. <br />(2) 10d NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />PLYWOOD SHEATHING <br />BLOCKING AS <br />� + <br />REQUIRED TO <br />+ <br />SUPPORT SOFFIT <br />+ <br />"Lvv, <br />SEE ELEVATION <br />FOR OVER HANG <br />4'-0") <br />(MAX " <br />SECTION @ ROOF EXTENSION <br />SCALE: 3/4" V-1)" <br />QPIP cZPI:PT 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 />EPDXIEDW/ SIMPSON "SET" <br />EPDXY MIN. 6" EMBEDMENT 8 <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SCALE3­ <br />z <br />0 <br />0 <br />U_ <br />0 <br />LU <br />U <br />< <br />0 <br />B @ FIRST COURSE <br />-*4* <br />2"x BOT. PLATE W/ (2) 1 Old @ 6" O.C.. <br />3/4" PLYWOOD DECKING GLUED <br />AND NAILED W1 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />/—ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />--2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />FACE NAILS 1 Old @ TRUSS VERT. <br />WEB <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />SIMPSON HGAM10KTA @ 12" O.C. <br />w/ (4) 1/4x1 1/2" SIDS SCREWS <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />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 1st 4 CO <br />URSES <br />SOLID W/GROUT <br />T. <br />FOR OVERHANGS BETWEEN OVER 11/2" <br />CONTACT ENGINEER OF RECORD FOR L <br />FURTHER INSTRUCTIONS. <br />4 <br />OVERHAN <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 51-011 <br />INISH FLOQR <br />I> #5 BAR <br />CENTERED W/ <br />C) <br />IN TO <br />KNOCKOUT/ <br />to P <br />CHAIR BLOCK <br />0.. <br />MONO FOOTING <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS to, <br />CLEAN FILL Is. ... <br />DIRT <br />z NDARD <br />STA C) <br />-1 <br />90' HOOK C\1 <br />#5 BAR IN <br />FILLED CEL <br />v L L L It <br />L <br />sk <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />SECTION DETAILS <br />SCALE: 3/4" V-10" <br />�11; <br />DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC <br />]INTACT 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 />I EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />(2) #5x6'IN CONIC. <br />FILLED CELL <br />SAW CUT <br />SECTION <br />SCALE: N.T.S'. <br />4" <br />4" <br />4= <br />co C—) C-4 <br />!2 Cc C= <br />CP <br />G <br />C2 <br />cc :;- <br />SE 1. <br />C14 <br />< "C <br />- <br />F L. <br />t4 <br />4N, <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />U) <br />W <br />11- <br />4 <br />E 2 Cq <br />3 <br />0 <br />LO <br />0 <br />u Lu <br />EL Lu <br />U_ z <br />z <br />-6;; -Z 0 SO <br />"'Ar 0 C, <br />W <br />Co C� M Lu 0 <br />0 � <br />W <br />(n z <br />z <br />M <br />co z ff 0 Lu <br />C, < 0 <br />a <br />.. 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C-) <br />U-) <br />(0 <br />c6 <br />< <br />Q0 r <br />U-) <br />ce) <br />6 <br />E <br />cc <br />E <br />j,6 LO <br />z <br />E <br />M <br />CU <br />C: <br />E <br />0 0 <br />_j <br />'a <br />< <br />W <br />_j <br />JOB <br />NO 23-05719-05724 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />SS <br />If I i L HII 1 1, . i UAI I A�I fj� If. I �1 _T ----- F <br />