Laserfiche WebLink
'IF .P11, p 1i4 ityl i IiIlip, I11Q ujrrr r•1 it vy vig m.n I i 11 1111,.,I1l¶ T S:i rl I I._l.111 <br />3 <br />L <br />O <br />o- <br />0 <br />Q <br />0 <br />N <br />I <br />0 <br />N <br />0 <br />J <br />0 <br />L0 <br />CD <br />0 <br />I <br />LO <br />\n <br />0 <br />I <br />N <br />v <br />0- <br />0 <br />< <br />M <br />N <br />I <br />0 <br />N <br />9 <br />0 <br />L0 <br />0 <br />I <br />CD <br />0 <br />cn <br />0 <br />I <br />N <br />v <br />v <br />0 <br />a <br />i <br />v <br />a <br />9 <br />0 <br />0 <br />J <br />N <br />LZ <br />0 <br />0 U <br />v <br />co <br />C.� <br />co <br />a� <br />0 <br />a. <br />U <br />i <br />Cn <br />Cn <br />i <br />0 <br />U <br />J <br />Ii <br />CD <br />`o <br />v <br />0 <br />O <br />a <br />N <br />N <br />LO <br />43 <br />0 <br />0 <br />Q <br />m <br />-v <br />v <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />DOOR JAMB (REFER 1x4 <br />1/2" DRYWALL <br />DOOR JAMB (REFER <br />TO PRODUCT <br />1x4 1/2" DRYWALL <br />TO PRODUCT <br />P.T. <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />i <br />/ / <br />APPROVAL FOR CONN. <br />j/ <br />APPROVAL FOR CONN. <br />j / <br />, <br />1x4 <br />,� 1 X 4 <br />3-1/4" LONG X 3/16"� <br />/ 1x4 P.T. <br />/ i FURRING <br />" <br />3/16 X 3' LONG <br />TAPCONS <br />i FURRING <br />(2) ROWS 3/16" x 3-1/2" <br />! FURRING <br />TAPCON. INTO <br />STAGGERED @ 16" <br />TAPCON 16" O.C. & 4" <br />@ <br />2X$ <br />BLOCK@ SPACING <br />1 �� <br />DETAIL <br />1x8 <br />O.C. 2-ROWS INTO <br />P.T. <br />FROM EACH END w/ MIN. <br />2" EDGE DIST. ATTACH <br />1X8 <br />PER MANUFACTURE <br />MASONRY THROUGH 1 _1 /211 <br />DETAIL <br />1x8 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 />APPROVAL FOR CONN. <br />1x4 1/2"DRYWALL <br />DOOR JAMB (REFER <br />EACH END W/ MIN. <br />2" EDGE DIST. <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />%' <br />2x8 P.T. w/ (2) ROWS 3/16" <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />/ //'//i <br />(2) ROWS 3/16" x 3-1/2" <br />// j <br />i; <br />x 3-1/2" TAPCON @ 16" <br />O.C. & 4 FROM EACH <br />1x4 <br />TAPCON @ 16" O.C. & <br />, , <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 />2 DETAIL <br />2 1/4" DETAIL <br />STAGGERED @ 12" O.C. <br />1_11A11 IIf=TAII <br />x <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS <br />SCALE: N.T.S. <br />1/4" MAX <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 31/4" 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 45" DIAGONAL (4)10d NAILS INTO <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)10d NAILS INTO 2 x 8 <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />INSTALL WDW. SCREW ANCHOR4 <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <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 J <br />SCALE: N.T.S. SS <br />2 x 8 BUCK - CONNECT TO BLOCK <br />2'-0" <br />SECTION <br />A -A <br />8" <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. - <br />1/4" MAX EMBEDMENT INTO K.) <br />Z-011 <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)10d <br />PROVIDE 2 x 8 DIAG. BRACE B <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 TI <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <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 />INSTALL WDW, SCREW—­"BTWN. <br />ANCHOR INTO ARCH BLKG. <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />OSB ARCH FACES W/ (4) 10d NAILS EQUAL <br />THRU OSB INTO 2 x 8 <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL rK <br />SCALE: N.T.S. SS <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 DAAGONAL 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 />EQUAL <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 />PROPER INSTALLATION MAX. 8 <br />FILL SOLID <br />BOTH CELLS <br />#5 REBi <br />(TYP,) <br />STD. 90' <br />HOOK 0 <br />i <br />+5A <br />NOTCH WEB AT <br />FIRST 2 COURSI <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />=1610 # FOR 2 STRAPS <br />1 PLY PRE-ENGINEERED TRUSS <br />3 SIMPSON HM9KT w/ (4)1/4"x1 1/2" SIDS <br />SCREWS & (5)1/4" x 21/4" 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 />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 />I <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 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 E. REINFORCING INTO PLAC <br />C E. <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 />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 />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 BYE <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%a' 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" SS <br />#5 CONT. TOP & MID <br />" <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />/ <br />/ <br />FILLED CELL PER <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 />BRG WALL TYPE <br />PER PLAN I I <br />I I <br />F CHANNEL, <br />FASTENED PER I <br />NOTE 2 BELOW <br />CONT 2X4 NAILED TO <br />BLOCKING w/ 2-12d NAILS (*) <br />#5 REBAR (TYP) ®.# <br />1® <br />1® <br />s® <br />___,,*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 />;2X <br />SS NAIL w/ 5/16" HEAD <br />DIA. @ 24" O.G. <br />CONT VENTED OR SOLID SOFFIT <br />LOCKING 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"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 />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 />W.W.M. AT PERIMETER <br />WHERE THIS CONDITION <br />OCCURS <br />WITH MIN. 3 COVER 6-0" <br />A <br />D <br />p.=1I�I�� T�I rrlf� I1- <br />D — <br />D- <br />-I I I_I I <br />D'° III -I 1 I -I <br />o F=I- <br />I_ p 111 <br />� GRADE <br />CV p <br />M - z <br />p (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 />2X 0 <br />+ �Fy�rH <br />+ + <br />+ + <br />+ <br />+ <br />+ + <br />+ <br />2X4 SYP <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL- <br />SCHED. <br />PRECAST LINTEL <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)1Old NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />PLYWOOD SHEATHING <br />BLOCKING AS <br />` + REQUIRED TO <br />�(\ + SUPPORT SOFFIT <br />R SOFFIT <br />SEE ELEVATION ' <br />FOR OVER HANG <br />(MAX. 4'-0") <br />SECTION @ ROOF EXTENSION M <br />SCALE: 3/4" = V-0" SS <br />SIMPSON HTT4 w/ (18)10d x 1 <br />1/2" NAILS TO STUDS & (1) - <br />5/8n 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— - 1 <br />QPP QWI=r=T M slim <br />x <br />z <br />O <br />cn <br />Z_ <br />U_ <br />O <br />W <br />Q <br />U_ <br />H <br />U <br />U) <br />B @ FIRST COURSE <br />o� <br />o. <br />o® <br />2"x BOT. PLATE W/ (2)10d @ 6" O.0 <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 HGAM1OKTA @ 12" O.C. <br />w/ (4) 1/4x1 1/2" SIDS SCREWS <br />— <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 1st4 COURSES <br />SOLID W/GROUT <br />a <br />d <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />° <br />OVERRAN .� <br />q•. G. <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />FOR OVERHANGS BETWEEN 3/4" TO 1 112" <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />1 `-011 51-011 <br />INISH <br />•o . .. I1. <br />� Y <br />' 41- <br />° b.: ' ; #5 BAR <br />A' o <br />iD > 1 011 °e D ° ° CENTERED W/ <br />4 <br />n .' ^D • 9 F IN TOP o <br />° I , •' ' KNOCKOUT/ 4 <br />° CHAIR BLOCK <br />- d. <br />- ✓' p.. <br />MONO FOOTING <br />SIZE AND RE1NF. PER PLAN-- - °, <br />AND SECTION DETAILS t <br />CLEAN FILL .> A. <br />DIRT �' z <br />°.• ° STANDARD <br />#5 BAR IN ° 90' HOOK CV <br />FILLED CELL, <br />STEMWALL FOOTING SIZE AND <br />REINF, PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />SCALE. 3/4 - 1-0 <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"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 />SAW CUT <br />EXISTING FOOTING A SECTION <br />1 SCALE: N.T.S. <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />a) <br />c� U- a_ <br />N CD " <br />0 <br />® U `0 - <br />C Y D <br />�l <br />` 00 <br />r t.3 D <br />s � <br />1'k <br />e1h <br />UJI <br />a <br />F g, <br />�,t <br />`frrof <br />frjS6Pl:ltlL <br />r. 1 <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />M <br />W -I E <br />0 <br />a 8 <br />0 <br />D o"� <br />0 W y N <br />N cntir° <br />C2S #u7 <br />a�MJ v 2 LL <br />W <br />U_ u_ 55 a <br />Z — a o_Y <br />103 <br />s�� Z <br />o <br />W U) .ox <br />IL <br />' N o 0 U O <br />W ❑o <br />Z N ch <br />o <br />Z <br />QN <br />Z o <br />a <br />J <br />co <br />r <br />co <br />t^o1 z <br />/R C <br />W �J o <br />4 <br />W N <br />o <br />U <br />0 W o <br />Ln (�v N <br />�Ln <br />U ai <br />MINW J <br />x y <br />U oo y <br />° <br />c 00 <br />® 0 <br />o <br />N O <br />410 <br />c <br />M <br />y ¢ <br />o <br />Z <br />J <br />L.1- <br />Q E <br />w o <br />Y <br />Z <br />z® <br />E O <br />Q= <br />W o <br />ca <br />-- <br />� o <br />CD <br />i <br />W <br />K <br />oQ <br />Ww <br />C <br />_ <br />N <br />Z <br />U <br />.9 <br />Nm <br />m O <br />z <br />Oz <br />z <br />J <br />¢w <br />�Z <br />c�i <br />tP <br />o, <br />Z <br />go <br />W <br />0 <br />a <br />o� <br />W <br />mF <br />�o <br />�E <br />X <br />O <br />w¢ <br />_� <br />Y° <br />W <br />�O <br />0 <br />m <br />d- <br />N <br />LO <br />N <br />r <br />� <br />00 <br />U <br />Cn m <br />O <br />N <br />F- <br />O <br />Ln <br />:+--� <br />N <br />LC) <br />CD <br />co <br />O 0) <br />Lo <br />,— <br />m <br />w 1 r <br />(.0 iri U*) <br />o <br />Z <br />z <br />E 1 d <br />m <br />cc <br />d <br />U _j Q 0 <br />JOB <br />NO: 22-05610-05605 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />