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LIM <br />�2 <br />00 <br />LO <br />(0 <br />C) <br />C.0 <br />LID <br />=1 <br />91 <br />�9 <br />F> <br />V) <br />19 <br />E3 <br />9 <br />co <br />1.0 <br />to <br />L0 <br />to <br />4� <br />C14 <br />C14 <br />CD. <br />5-1 <br />0 <br />ca. <br />E <br />CIO <br />0 <br />E <br />0 <br />E2 <br />0 <br />Z <br />E! <br />2 <br />CL <br />t2 <br />0 <br />C14 <br />C14 <br />C) <br />C:) <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REF IX4 <br />DOOR JAMB (REFER 1x4 <br />1/2' DRYWALL <br />F <br />DOOR JAMB (REFER <br />TO PRODUCT <br />1x4 1/2" DRYWALL <br />'A* <br />t <br />F <br />TO PRODUCT <br />P.T. <br />P.T. <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />APPROVAL FOR C NN. <br />)N <br />/,/- <br />�—1 X4 <br />X 4 <br />3-1/4" LONG X 3/16 0 <br />1x4 P.T. <br />FURRING <br />3/16'10 X Y LONG , <br />TAPCONS <br />// / <br />/ FURRING <br />(2) ROWS 3/16" x 3-1/2"' <br />FURRING <br />L <br />TAPCON. INTO <br />STAGGERED @ 16" <br />4" <br />TAPCON @ 16" O.C. & 4, <br />2X8 <br />2X8 <br />JQ <br />BLOCK@ SPACING <br />1 DETAIL_ <br />1x8 <br />O.C. 2-ROWS INTO <br />P.T. <br />FROM EACH END w/ Mi N <br />2" EDGE DIST, ATTACH <br />1X8 <br />PER MANUFACTURE <br />— <br />MASONRYTHROUGH 1-1/211 <br />1x4 P.T. & 1x8 P.T. <br />DETAIL <br />1x8 w/ (2) ROWS 8d NALS <br />" <br />3" DETAIL <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 />APPROVAL FOR CONN. 1/2" DRYWALL <br />N - 1 x4 <br />DOOR JAMB (REFER EACH END W/ MIN <br />TO PRODUCT <br />F <br />TO PRODUCT 2" EDGE DIST. <br />APPROVAL FOR CONN. <br />16-j <br />2x8 P.T. w/ (2) ROWS 3/16" — <br />-77 7 <br />APPROVAL FOR CONN. <br />/ , / / <br />(2) ROWS 3/16" x 3-1/2" <br />x 3-1/2" TAPCON @ 16" 1x4 <br />O.C. & 4" FROM EACH <br />TAPCON @ 16" O.C. & <br />L <br />FURRP <br />END w/ MIN. 2" EDGE DIST, <br />4" FROM EACH END w/ 2x8 P.T. <br />ATTACH SECOND PLY w/ <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. <br />(2) ROWS 1 Odx3" 2x8 <br />2x DETAIL <br />2 1/4" DETAIL <br />STAGGERED @ 12" 0-c- 3-1/411 DETAIL <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS <br />SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 3 1/4" TAPCON ( 1114" 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 45' DIAGONAL (4) 10d NAILS INTO <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />7/16" OSB <br />CUT HOLE IN O.S.B. FOR <br />BUILT UP PLWD. BUCK ARCH PANEL <br />POLY -CELL IN THIS AREA <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH (4) 1 Old 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 />— <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />ARCH DETAIL <br />SCALE: N.T.S. <br />17A <br />INSTALL WDW. SCREW ANCHOR-1 <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />114" MAX <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />2 x 8 BUCK - CONNECT TO BLOCK <br />Z-10" <br />SECTION <br />A -A <br />8" <br />WITH <br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />ir, <br />EMBEDMENT INT <br />/4" MAX 0 Z-O" <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 />VERT. BRACES WHEN HGT. OT'� <br />F <br />BRACE EXCEEDS 24" <br />LEAVE A CUT OUT IN O.S.B. ON T <br />N T <br />2 x 8 VERT. BRACE(S) <br />)OS <br />1 11 ATION <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK- <br />SCRIBE (NOTCH) BACKSID E <br />7/16" 08B ARCH PANEL <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />1---1— <br />- <br />INSTALL WDW, SCREW----' <br />ANCHOR INTO ARCH BLKG. <br />X4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />1 <br />BTWN.OS B ARCH FACES W/ (4) 10d NAILS EQUAL <br />— <br />THRU OSB INTO 2 x 8 <br />7"f—'--2 <br />I <br />- <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL rK <br />SCALE: N.T.S. <br />� �s <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 />---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 />81, <br />EQUAL <br />PROVIDE 2x <br />PROVIDE (2) MIN. CONT. W1 (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 />MAX. 8" <br />PROPER INSTALLATION <br />#5 REB) <br />(TYP,) <br />FILL SOLID <br />BOTH CELLS <br />STD, go, <br />HOOK (I <br />V / <br />I/, <br />A <br />Lilan <br />Ll <br />11171 <br />'LL <br />NOTCH WEB AT <br />1:5- <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"xl 1/2" SDS <br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS <br />IS 2 PLY INSTALL SIMPSON LGT2 wl (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 4Y2"WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W1 <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 />IMPSON <br />(5) 12d NAILS <br />2X6 TO 2X4 H2,5A W/ (10) <br />8d NAILS <br />WALL <br />D) W1 <br />'j v <br />N 0 C' <br />0 <br />A 4 <br />ING ATTACHED <br />'CHEDULE <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 />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 />4 EXPANSION BOLT (2 <br />E) <br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL 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) 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 />F) <br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />S. MIN I Alp, <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. ATTHIS <br />.1 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 />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 R160 <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 />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />IF TRUSSES USED) W/ (2) #6 X 4%" 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" T-O" <br />� �s <br />#5 CONT. TOP & MID <br />" <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 />WITH MIN. 3 <br />COVER <br />4-7 <br />- <br />I F77-1 1 <br />t. <br />GR DE <br />CIA <br />Cl) <br />z <br />>L <br />1% \1 . . <br />(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 />SECTION AT DEEP MONO FOUNDATION <br />REV. 07.28.21 SCALE: 3/4" = V-0" <br />FILLED CELL PER <br />FOUNDATION PLAN <br />R <br />YP.) <br />rHE <br />�S <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />#5 REBAR (TYP,) <br />0 010 <br />0 <br />B @ FIRST COURSE <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. <br />>< <br />3/4" PLYWOOD DECKING GLUED <br />—A <br />ATTAC HED WALL SHEATHING TO <br />AND NAILED W/ 8d COMMON @ <br />;Z1 <br />2X BOTTOM PLATE W/ 8d @ 4" <br />6" O.C. EDGES AND 12" O.C. FIELD <br />�: <br />O.C., 2 ROWS STAGGERED <br />2x BAND JOIST W/ FACE NAIL I Od <br />@ TOP & BTTM CHORD, AND (8) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />VrBNC <br />NOTE: <br />LAP SHEATHING TO <br />LA <br />BOTTOM OF BAND <br />C <br />SIMPSON HGAM10KTA @ 12" O,C. <br />w/ (4) 1/411/2" SIDS SCREWS <br />IE <br />INTO BAND JOIST & (4) 1/4"13/4" <br />HI <br />TITEN INTO K.O. BLOCK <br />FILLED CELL INSTALLATION RETROFIT FOR MISSING EMBEDDED STRAP <br />SCALE: N.T.S. <br />SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />SEE NOTE 1 BELOW <br />BRIG WALL TYPE <br />PER PLAN <br />F CHANNEL, <br />FASTENED PER <br />NOTE 2 BELOW-1--y--L <br />CONT 2x4 NAILED TO <br />BLOCKING W/ 2-12d NAILS <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 />KING NAILED TO TOP <br />CHORD EVERY OTHER TRUSS <br />W/ 3-12d NAILS, TYP. <br />C NT ENTE <br />;2x BLOCKIONG NVAILED <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"x1/4" 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 SCALE:3/4" = V-0" FOR ALUMINUM SOFFITS �IITH 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 />+ <br />+ <br />+ + <br />+ + <br />+ <br />+ + <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-16" <br />q DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />4 <br />(2) 10d NAILS @ 8" O.C. <br />271, TO TRUSS TOP CHORD <br />PLYWOOD SHEATHING <br />+ <br />+ <br />+ <br />BLOCKING AS <br />REQUIRED TO <br />++ <br />+ <br />SUPPORT SOFFIT <br />+ <br />IRU <br />DO <br />4 <br />SS AS <br />UBLE <br />SHOWN FOR O'� <br />2X4 SCAB FOR 2 -1 <br />�/VQ 12) Od NAILS <br />To T USS Tol <br />R <br />+ PLYW( <br />+ <br />CENTER SOFFIT <br />PRECAST LINTEL <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX� 4--o") <br />SECTION @ ROOF EXTENSION <br />SCALE: 3/4" = V-101" <br />SIMPSON HTT4 W/ (18) 1 Od 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 />SCALE:3111 1­ <br />Qr=i= (zPf=l=T n) akin <br />z <br />0 <br />U) <br />U- <br />0 <br />LU <br />U <br />< <br />U- <br />0 <br />s FILL 1 st 4 COURSES <br />SOLID W/GROUT <br />FOR OVERHANGS BETWEEN OVER 1 <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />:A <br />OV <br />A. <br />RETROFIT WALL OVERHANG DETAIL (NTS <br />FOR OVERHANGS BETWEEN 3/4" TO 1112" <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REaD. <br />11-011 51-011 <br />----#5 BAR <br />1011 <br />. . L CENTERED W/ <br />V <br />- Ito <br />WMI C) <br />IN TOP <br />V1 KNOCKOUT/ <br />CHAIR BLOCK <br />—9 % <br />MONO FOOTING <br />A <br />SIZE AND REINF. PER PLAN <br />jF-- <br />AND SECTION DETAILS <br />DIRT <br />A <br />STANDARD <br />9 <br />99 HOOK <br />#5 BAR IN <br />FILLED CELL <br />IV L L. I L, V L, <br />1 1 <br />N't., It V V v if. ��111 �-- <br />REINF. PERLAN AND STEMWALL <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />SCALE: 3/4" V-10" <br />OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' <br />ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <br />EXISTING BOND BEAM. <br />DRILL 3/4"XT' 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 />(2) #5X6 IN CONC. <br />FILLED CELL <br />DRILL 3/4"1 MIN. HOLE <br />SET BAR IN EPDXY <br />SAW CUT <br />SECTION <br />EXISTING FOOTING <br />SCALE: N.T.S. <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />e-4 <br />C— <br />tea'' — <br />C, <br />4z c= <br />S <br />Cz M <br />41� <br />x\\ <br />-0 Mv <br />S E <br />3 C-, <br />< <br />-z <br />�"/, <br />�/v <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and spedfications wntained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residenti I 7th Edition. Engineer's signature and sea[ is only for <br />u <br />the structeral engineering portions of the drawing pages bearing <br />Ingineer's signature and sea]. <br />0 <br />E <br />c:1 co 8 <br />C� <br />0 <br />0 r" r.- V F <br />0 <br />4 <br />(5 co LL ILL <br />CIL <br />�U" <br />Cc i;:2 <br />W = 'a N 0 <br />0 ;7, <br />W :5 M ui <br />* z < <br />LO 0 <br />< <br />3 00 <br />z 0 co <br />W <br />C, <br /><0 <br />< <br />0- <br />- <br />0 <br />Q) 0 <br />4—J <br />.1710 LU <br />C) <br />0 <br />0 LU <br />Ln <br />-n <br />F W <br />LU <br />— z 8 <br />Rig— ::� E <br />� <br />U) <br />0 <br />C) <br />cl� <br />U- <br />c6 E <br />CL <br />E <br />a 0 <br />< <br />CU <br />W < <br />Do <br />0 <br />zCL <br />cz� E <br />�0 <br />< <br />�z <br />�2 <br />C <br />< <br />i z <br />< <br />0 <br />Z <br />z <br />.2 <br />>- z <br />Cn <br />2 <br />0 � <br />29 <br />Z <br />S 0 <br />2 0 <br />z <br />W <br />W <br />C-) <br />0 <br />H <br />1 I <br />'z <br />0 <br />CID <br />I- <br />R <br />8 <br />.0 Ir- <br />02 . <br />> <br />wcn <br />6 <br />C) <br />LO <br />II!— <br />CN <br />C.0 <br />00 <br />L— 1 <br />co C) <br />< <br />c-6 <br />32 <br />0 <br />Ob <br />to <br />CC> <br />Cr g <br />C:) <br />Q0 <br />ch <br />< <br />C14 <br />04 <br />LO <br />0 <br />co <br />LO C'Q <br />LO <br />(0 Q0 <br />E <br />AI <br />00 <br />0 <br />z <br />E CD to <br />M <br />C <br />(L <br />E <br />0 0 -0 <br />0 < <br />C <br />JOB <br />NO 22-06569-06566 <br />SCALE AS NOTED <br />SHEET NO. <br />SS <br />PASCO COUNTY <br />