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01 <br />"C! <br />LO <br />L0 <br />0- <br />Cn <br />< <br />C14 <br />LO <br />j <br />LO <br />LO <br />V) <br />311 <br />0 <br />__Q <br />C'4 <br />C) <br />LO <br />C.0 <br />C) <br />C'4 <br />L6 <br /><:� <br />L6 <br />LO <br />LO <br />4% <br />tz> <br />C14 <br />5�_ <br />0 <br />0- <br />E <br />E <br />T 7 <br />K) <br />C-4 <br />CD <br />�R <br />LO <br />1/4" MAX <br />Ir <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />DOOR JAMB (REFER-\ [-lx4. Fl/2"DRYWALL <br />DOOR JAMB (REFER <br />1X4 F11/2" DRYWALL <br />DOOR JAMB (REFER <br />TO PRODUCT <br />x4 1/2" DRYWALL <br />TO PRODUCT <br />P.T <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />_�\ <br />APPROVAL FOR CONN. <br />_7�'�Fx <br />� <br />4 P <br />E x4 <br />1X4 <br />11 �, 1 <br />E FURRING <br />1" <br />3-1/4" LONG X 3/16"O—F <br />U RRTI�G <br />3/16"0 X 3" LONG <br />TAPCONS <br />FURRING <br />(2) ROWS 3/16" x 3-1/2" <br />, <br />TAPCON. INTO <br />STAGGERED @ 16" <br />TAPCON @ 16" O.C. & 4 <br />4 <br />2X8 <br />2X8 <br />BLOCK@ SPACING <br />V 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 />1-1/211 DETAIL <br />1 x8 w/ (2) ROWS 8d NALS <br />3" DETAIL <br />1x4 P.T. & 1x8 P.T. <br />STAGGERED @ 12" O.C. <br />3/16" x 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 />1X4 <br />DOOR JAMB (REFER <br />EACH END W/ MIN. <br />TO PRODUCT <br />TO PRODUCT <br />2"EDGE DIST. <br />APPROVAL FOR CONN. <br />3 1 6" <br />2x8 P.T. w/ (2) ROWS 3/16" <br />k'12"DI <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 />L <br />IST. <br />END w/ MIN. 2" EDGE DIST. <br />D <br />FURRIM <br />4" FROM EACH END W/ <br />2x8 P.T. <br />ATTACH SECOND PLY w/ <br />e W/ <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. <br />(2) ROWS 1 Odx3" <br />2x8 <br />2x DETAIL <br />2 1/4" <br />DETAIL <br />STAGGERED @ 12" 0' <br />3-1/4" DETAIL <br />BUILDOUT "CIVER <br />(0 <br />SIZE DOOR —WINDOW ROUGH OPENINGS lill <br />C� <br />SCALE: N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" M IN. <br />EMBEDMENT INTO BLK.) <br />1 X4 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 />7/16" OSB <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <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 />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR - <br />INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB 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 <br />SCALE: N.T.S. <br />� �S <br />7A <br />2 x 8 BUCK - CONNECT TO BLOCK <br />2'-0" <br />WITH <br />1/4" x 3 1/4" TAPCON (11 1/4" MIN. <br />EMBEDMENT INTO K.) <br />/4" MAX 2'-0" <br />2'-( <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 B TV <br />NAILS AT EA. END <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />LEAVE A CUT OUT IN O.S.B. ON T <br />ON T <br />2 x 8 VERT. BRACE(S) -<,- <br />, <br />)OS <br />I�B�ULATION <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />BU I LT UP PLWD. BUCK - <br />��_ <br />SCRIBE (NOTCH) BACKSIDE <br />I <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 />BTW`N. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL <br />THRU OSB INTO 2 x 8 <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL <br />SCALE: N.T.S. <br />�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 />---2x845 Dr <br />AGONAL 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 />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 />4'MAX. RAD. <br />EQUAL <br />MAX. 8" <br />PROPER INSTALLATION <br />#5 REB, <br />(TYP,) <br />t <br />FILL SOLID <br />BOTH CELLS <br />STD. 90' <br />HOOK <br />I <br />\--H <br />NOTCH WEB AT <br />±51 <br />FIRST 2 COURSI <br />,APACITY = 805 # FOR 1 STRAP <br />= 1610 # FOR 2 STRAPS <br />1 PLY PRE-ENGINEERED TRUSS <br />SIMPSON HM9KT wl (4) 1/4"xl 1/2" SIDS <br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (116) 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) W1 (3) #6 X 4%" WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />USE (1) SIMPSON 1/2" HID TITEN (CENTERED) W/ <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />12 <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 SIMPSON <br />2X6 TO 2X4 H2.5A W/ (110) <br />8d NAILS <br />I-171tu <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 />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 />�.. , �;­. � � <br />- �: �:,,:::­ % <br />:: "_ __, <br />r:� - '�': - <br />F) <br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />G) <br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />REMAIN FREE OF MORTAR. <br />: NOTE: <br />H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />ct 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 />'1� <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 R1 60 <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 />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 />(� L� <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 />OCCURS <br />#5 CONT. TOP & MID <br />WITH MIN. 3" COVER-� 6-101" <br />-F. <br />7 <br />+-7 I> <br />> <br />7 <br />k"- <br />7 <br />GRADE <br />i> <br />�s Nis (2) #5 REBAR. (1 -STORY) <br />16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) <br />20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY <br />J0 <br />SECTION AT DEEP MONO FOUNDATION <br />REV. 07.28.21 SCALE: 3/4" V-1)" <br />FILLED CELL PER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />4,% <br />�R <br />*41ll <br />YP.) <br />:]Lill <br />I #*# <br />100 <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 />2x2 #2 P.T. MIN, <br />FASTENED PER NOTE <br />2 BELOW <br />CONT 2X4 NAILED TO <br />BLOCKING W/ 2-12d NAILS <br />40 <br />#5 REBAR (TYP,) <br />#40 <br />0111110 <br />0TD. 90- HOOK (TYP.) <br />SCALE: N.T.S. <br />ALUM DRIP EDGE <br />2x SUB FASCIA <br />CONT VENTED OR SOLID SOFFIT <br />2x BLOCKING NAILED TO TOP <br />CHORD EVERY OTHER TRUSS <br />W/ 3-12d NAILS, TYP. I(-) <br />I . 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. 2x2 #2 MIN. P.T. w/ J-CHANNIEL SECURED @ 24" O.C. FASTEN TO: <br />CMU w/ 3/116"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W1 <br />MIN, 1" EMBEDMENT @ 16" O.C.) <br />WOOD w/ 0. 1 48"x 3 1/4" @ 16" 0. C. <br />3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE <br />STRUCTURAL SOFFIT <br />SF01 <br />SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS 71'-4" <br />REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" <br />MID BLOCKING NOT REQUIRED <br />FOR VINYL SOFFITS > V-0" SHALL HAVE MID <br />BLOCKING PER R704.2.1 <br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />0 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />+ 4 <br />+ (2) 10d NAILS @ 8"O.C. <br />+ r/y <br />+ TO TRUSS TOP CHORD <br />+ <br />+ + <br />+ <br />+ PLYWOOD SHEATHING <br />+ <br />+ <br />+ <br />BLOCKING AS <br />TRUSS + <br />REQUIREDTO <br />t <br />SUPPORT SOFFIT <br />+ <br />2X4 SYP <br />EACH TRUSS <br />k" L <br />CONNECTOR <br />SEE LINTEL <br />SCHED. <br />N" <br />bENTER SOFTIT <br />PRECAST LINTEL <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4'-0") <br />SECTION @ ROOF EXTENSIO <br />N rM <br />SCALE: 3/4" V-0" <br />SS <br />,F=P qHPPT n,) Amn <br />SIMPSON HTT4w/(18)lOdXl <br />1/2" NAILS TO STUDS & (1) - <br />5/8" DIA. ALL THREAD ROD <br />'SET" <br />EPDXIEDW/ SIMPSON <br />EPDXY MIN. 6" EMBEDMENT 8 <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SCALE: 1, <br />N <br />z <br />>_ <br />0 <br />Cn <br />< <br />U_ <br />0 <br />UJI <br />0 <br />< <br />U_ <br />U) <br />@ FIRST COURSE <br />I* <br />41,* <br />_H <br />SS <br />2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.. <br />4 <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />AND NAILED W/ 8d COMMON @ <br />2X BOTTOM PLATE W/ 8d @ 4" <br />6" O.C. EDGES AND 12" O.C. FIELD <br />O.C., 2 ROWS STAGGERED <br />V <br />L <br />2x BAND JOIST W/ FACE NAIL 1 Od <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) 1/4xl 1/2" SDS SCREWS <br />INTO BAND JOIST & (4) 1/4"x2 314" <br />TITEN INTO K.O. BLOCK <br />L <br />RETROFIT FOR MISSING EMBEDDED STRAP <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />SES <br />FILL 1 st 4 COUR <br />SOLID W/GROUT <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS.� <br />.. 4 <br />OVERHAN <br />RETROFIT WALL OVERHANG DETAIL (NTS <br />FOR OVERHANGS BETWEEN 3/4" TO 11/2" <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />11-011 51-011 <br />NISH FLO(11 <br />A I <br />I I "I <br />to <br />BAR <br />1011 <br />4 CENTERED W/ <br />V <br />to, IN TOP <br />CD <br />A <br />C14 <br />KNOCKOUT/ <br />CHAIR BLOCK <br />t>. <br />MONO FOOTING <br />1b <br />SIZE AND REINF. PER PLAN <br />i <br />AND SECTION DETAILS <br />A <br />CLEAN FILL <br />DIRT <br />7 STANDARD <br />90r HOOK <br />#5 BAR IN ?I <br />- ____ <br />FILLED CEL 1z <br />10, <br />12v 2. �_o �Iv e - - <br />IN <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />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"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 />EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />(2) #5x6']N CONC. <br />FILLED CELL <br />4: <br />El <br />SAW CUT <br />SECTION <br />SCALE: N.T.S. <br />C%1j <br />C= <br />ul <br />T cc C= <br />'W -z : � <br />- cX — C14 ;2 <br />2 CU <br />=:E! <br />E = <br />�Ir. cc <br />W W <br />co <br />a <br />E <br />V V, <br />N <br />A <br />r <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 7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />Mg <br />Awl. <br />LU <br />E <br />0 CO <br />0 <br />0 <br />Uj <br />CN <br />6 <br />00 (1) C'O <br />M <br />N 0 <br />L7 <br />.4 <br />C, U U_ <br />ca C: a- �e <br />W <br />= 0 <br />ox <br />W <br />0 <br />U5 oc <br />z <br />0 < <br />uj z <br />M <br />z <br />CN - <br />< = 0 <br />b 0 <br />�'2 W <br />(D <br />< <br />4.1 <br />C.13 <br />0 <br />V) <br />VU0 <br />LU <br />(z <br />A <br />0 <br />0 <br />0! <br />cl'�- <br />0 <br />U_ <br />E <br />< <br />E <br />Co <br />00 <br />E=3 E <br />1-0 <br />0 <br />0< <br />Mz <br />z <br />ru <br />t <br />1Wz <br />�w <br />C <br />0 <br />z <br />io� <br />-W <br />;1 <br />0 z <br />z 0 <br />0 <br />W <br />C) <br />2 < <br />Z <br />M <br />10 <br />1 <br />0� <br />Cl> <br />01.1 <br />1 <br />.2 C) <br />_j <br />L0 <br />LID <br />6 <br />0) <br />2 <br />cc <br />CID <br />0 <br />L0 <br />c- <br />L0 <br />1 <br />C) <br />0 <br />C) <br />CO <br />< <br />4_j <br />0 <br />0 <br />ILL CY) <br />I <br />_�e C4 <br />U C) <br />CD <br />co <br />L0 <br />CY) <br />< <br />U') <br />LO LID <br />E <br />0 <br />z <br />E <br />(n <br />CU <br />C <br />E -�_; <br />0 0 <br />_j <br />< 0 1 <br />C: <br />r_ <br />a) <br />_j <br />JOB <br />NO <br />1 <br />23-06129 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />SS <br />