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3 <br />m <br />`v <br />Cr <br />0 <br />o <br />to <br />0 <br />0 <br />J <br />0 <br />N <br />0 <br />I <br />m <br />n <br />LO <br />LO <br />Iv <br />0 <br />_ <br />r� <br />0 <br />0 <br />0 <br />J <br />0 <br />IR <br />I <br />N <br />WO <br />ID <br />Cr <br />(n <br />d <br />N <br />N <br />a <br />;_ <br />N <br />E: <br />v <br />i <br />Lz: <br />U <br />v <br />v <br />.o <br />i <br />U <br />I <br />Y <br />i <br />0 <br />0 <br />0 <br />r7 <br />N <br />0 <br />Z <br />15 <br />0 <br />a <br />6 <br />N <br />N <br />Z <br />0 <br />z <br />0 <br />W <br />m <br />v' <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />1x4 1/2" DRYWALL <br />DOOR JAMB {REFER <br />P.T. <br />TO PRODUCT <br />TO PRODUCT <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />, ;, / <br />APPROVAL FOR CONN. <br />f;", <br />1x4 <br />APPROVAL FOR CONN. <br />% 1 X 4 <br />%` ' <br />3-1/4" LONG X 3/16"� <br />jj 1x4 P.T. <br />FURRING <br />3/16"� X 3" LONG <br />; %� <br />iij, FURRING <br />2 ROWS 3/16" x 3-1/2" <br />,�� FURRING <br />'' <br />/, <br />TAPCONS <br />TAPCON. INTO <br />STAGGERED @ 16" <br />TAPCON @ 16" O.C. & 4" <br />2X$ <br />BLOCK@ SPACING <br />„ <br />1 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 n <br />1-1/2 DETAIL <br />1x8 w/ (2) ROWS 8d NALS <br />3" DETAIL <br />1x4 P.T. & 1x8 P.T. <br />STAGGERED @ 121,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 />APPROVAL FOR CONN. <br />DRYWALL <br />DOOR JAMB (REFER <br />EACH END W/ MIN. <br />TO PRODUCT <br />" <br />TO PRODUCT <br />2" EDGE DIST. <br />APPROVAL FOR CONN. <br />' <br />2x8 P.T. w/ (2) ROWS 3/16" <br />APPROVAL FOR CONN. <br />' %' /i i <br />2 ROWS 116" x 3-1/2" <br />O <br />i j/ <br />/i/,�, j i <br />x 3-1/2" TAPCON @ 16"1x4 <br />O.C. & 4" FROM EACH <br />rx4" <br />i-- j <br />TAPCON 16" O.C. & <br />@ <br />' <br />END w/MIN. 2" EDGE DIST. <br />FURRINt <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 />x <br />2 1 All <br />STAGGERED @ 12" O.C. <br />-4-1 /d" 171PTAII <br />2x DETAIL 1 DETAIL <br />BUILDOUT OVERSIZE DOOR -WINDOW ROUGH OPENINGS CC <br />SCALE: N.T.S. SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />EMBEDMENT INTO BLK.) <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 45A DIAGONAL (4) 10d NAILS INTO 1- <br />BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. <br />7 <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)10d 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 />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />via, THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />ARCH DETAIL (i) <br />SCALE: N.T.S. <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 B1 <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 />1/4" MAX <br />IISOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK --- <br />2'-0" <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 <br />SOLID BLKG. AT TOP BTWN. ARCH <br />BLKG. & BUCK <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />LEAVE A CUT OUT IN O.S.B. ON TI <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />7/16" 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 />13-6 ARCH DETAIL rK <br />SCALE: N.T.S. SS <br />Z-0" <br />SECTION <br />A -A <br />8" <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 />STD. 90' <br />FILL SOLID <br />HOOK (l <br />BOTH CELLS <br />/- , " <br />/F/'j <br />NOTCH WEB AT <br />+5A <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"x1 112" SIDS <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 />JACK TRUSS PROVIDED BY <br />TRUSS COMPANY OR 2x4 <br />011 #2 SYP @ 24" O.C. <br />4'-0" MAX SEE PLAN <br />2X4 SYP #2 CONT (MATCH TRUSS DEPTH <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 />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 L <br />SCALE: 3/4" = V-0" js <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 />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />D } <br />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. FOR SOLID GLASS <br />ANCHOR <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. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />E) <br />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 />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 />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />, ° ; c <br />REINFORCING AS FOLLOWS: <br />=I ) I (—III—II-I I - <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />g°. ° I -III —I I I=III— III — <br />— <br />—III—III—I I <br />PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />° �_ =11I- <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />— <br />° I II <br />SMOOTH. DO NO FURROW. <br />, u II II II <br />F) <br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT=T= <br />GRADET�- <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 />04 ° Q <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />M <br />H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES, <br />iv g <br />• o ' <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 />\ ' (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) <br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />Of <br />J) <br />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 />K) <br />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 />FILLED CELL PER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />rR <br />THE <br />S <br />FILLED CELL INSTALLATION <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />SEE NOTE 1 BELOW <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 />#5 REBAR (TYP) <br />00 <br />40 <br />a 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 />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"xl/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 />SF01 STRUCTURAL SOFFIT <br />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 />I 2kOlz <br />Nq <br />+ + G44GTN <br />+ + <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 Z-6" <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />(2) 10d NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />PLYWOOD SHEATHING <br />BLOCKING AS <br />+ REQUIRED TO <br />fj + SUPPORT SOFFIT <br />/ CENTER SOFFIT <br />PRECAST LINTEL �// <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 CHFFT n,) ANTI <br />SIMPSON HTT4 w/ (18)10d x 1 <br />1/2" NAILS TO STUDS & (1) - <br />5/8" 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,� - ) <br />Z <br />0 <br />U_ <br />0 <br />w <br />U_ <br />H <br />M <br />U <br />Cn <br />@ FIRST COURSE <br />2"x BOT. PLATE W/ (2) 10d @ 6" D.C. <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 />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />SIMPSON HGAM10KTA @ 12" O.C. <br />�- <br />w/ (4) 1/41 1/2" SIDS SCREWS <br />- <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />- <br />TITEN INTO K.O. BLOCK <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />FILL 1st 4 COURSES <br />SOLID W/GROUT <br />p <br />e <br />b: <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. ° <br />.d <br />OVERHANG <br />a <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 />1'-01' 51-011 <br />NISH <br />A' • ' ° .. #5 BAR <br />p �'0' • P ° ° CENTERED W/ �j <br />> .. ° • . .' �s "HD IN TOP o <br />n KNOCKOUT / iv <br />CHAIR BLOCK <br />MONO FOOTING ' -_ _-� �i I .> • •e.. .•,° <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS _ <br />CLEAN FILL <br />DIRT 6 Z <br />° STANDARD o <br />o ° 90' HOOK N <br />#5 BAR IN � <br />FILLED CELL, - <br />s ►, s, ' <br />s° — — <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL <br />SECTIONN DDETAETAILS <br />SCALE: 3/4" = V-0" <br />ATE: 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 />ins ur_.nrn� i+���n <br />SAW CUT <br />EXISTING FOOTING A SECTION <br />j SCALE: N.T.S. <br />RETROFIT FILLED CELL DETAIL. <br />SCALE: N.T.S. <br />` 0 <br />00 <br />tD - <br />� f w <br />6 <br />i <br />a I <br />CV <br />CV <br />CD <br />CV <br />C'7 <br />0 <br />C'7 <br />Cd <br />e�p993398d�sk <br />L E kV,. 6, <br />r <br />pO <br />j <br />STA E OF <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 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />H C, <br />ti <br />/W �E �� <br />�4 C, co F # <br />N <br />O N 0 J <br />N 6m J LL <br />® u ago (.D w <br />a <br />tl! rn ti r• a - w <br />N C:)CL — <br />2 <br />Q o LL LLof 0 <br />Cz: <br />o <br />I —ME <br />y L O O <br />W <br />M oo <br />W r°�°r'°' QQ¢ <br />a <br />NC',Z K Ln O <br />IL <br />Z CCU U� � <br />W ❑ ❑ ❑ <br />Z N M <br />z <br />z o <br />Q a <br />J <br />CL N <br />r` <br />M <br />Vi a <br />t9 0 <br />c,, LL <br />C6 ry <br />U <br />0l1 „1 <br />(J , Ly N <br />r- <br />v <br />LLJ <br />" <br />I <br />=; <br />8 <br />C) O N <br />U) w <br />Q N 00 <br />0 <br />o <br />w <br />M <br />z <br />o <br />z <br />J <br />LL_ <br />E <br />zo <br />Wo <br />zo <br /><� <br />Zp <br />E Q <br />z <br />oa <br />Co <br />XO <br />a0 ¢ <br />O <br />0U <br />Oa <br />O <br />F <br />o <br />wa a <br />Q <br />az <br />Xw <br />L <br />C/5 <br />O <br />0a00 <br />o <br />in 0 <br />zzF <br />v <br />m <br /><z <br />a <br />o� <br />ao <br />OEM Q 3 <br />�w <br />0 <br /><0 <br />=K <br />CO <br />a <br />d <br />Za <br />° <br />2 O <br />>CD <br />LOm <br />LO <br />E2 <br />M <br />N <br />Imo- <br />L00 <br />CY) <br />O <br />3 O <br />C10 <br />J <br />0 o <br />� <br />¢I <br />o <br />C) <br />M <br />L0 <br />•� <br />Q M <br />T_ <br />_ <br />o <br />z <br />M <br />N <br />E Q <br />a <br />U _j Q 0 <br />JOB <br />NO: 22-02400 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />