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3 <br />I <br />iE <br />to <br />O <br />N <br />I <br />N <br />M <br />N <br />00 <br />00 <br />C) <br />0 <br />I <br />00 <br />0 <br />I <br />N <br />CID <br />1 <br />L <br />v <br />v <br />cn <br />0 <br />a <br />Q <br />rn <br />rM <br />N <br />d- <br />M <br />N <br />O <br />J <br />00 <br />M <br />0 <br />I <br />00 <br />oo <br />M <br />0 <br />N <br />i <br />v <br />v- <br />0 <br />i <br />v+ <br />c <br />0 <br />0 <br />a <br />N <br />N <br />v <br />a <br />v <br />a <br />E <br />0 <br />v <br />C <br />J <br />co <br />a, <br />ti <br />L <br />O <br />U <br />v <br />O <br />UI <br />y <br />v <br />"o <br />tZ <br />Cn <br />z <br />Cn <br />I <br />Y <br />i <br />c <br />O <br />v <br />J <br />LZ <br />N <br />0 <br />0 <br />0 <br />0 <br />a <br />M <br />0 <br />Cn <br />Q <br />li <br />m <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />1x4 -1/2" DRYWALL <br />DOOR JAMB (REFER <br />TO PRODUCT <br />1x4 1/2" DRYWALL <br />TO PRODUCT <br />APPROVAL FOR N. <br />P.T. <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />/ <br />APPROVAL FOR CONN. <br />f <br />1 X 4 <br />/' <br />� ,/ 1X4 P.T. <br />1x4 <br />3/16 �i X 3 LONG FURRING <br />ROWS 3/16" 3-1/2" <br />/� FURRING <br />3-1/4" LONG X 3/16"mt <br />FURRING <br />TAPCONS <br />J <br />(2) x <br />TAPCON, INTO <br />BLOCK@ SPACING <br />STAGGERED @ 16" <br />1x8 P.T. <br />TAPCON 16" O.C. & 4" <br />FROM EACH END w/ MIN. <br />2X8 <br />1X8 <br />PER MANUFACTURE <br />„ <br />1 DETAIL <br />O.C. 2-ROWS INTO <br />MASONRY THROUGH 1-1 /2" DETAIL <br />2" EDGE DIST. ATTACH <br />1x8 w! (2) ROWS 8d NALS <br />�� <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,TO <br />PRODUCT <br />TO PRODUCT <br />2" EDGE DIST. <br />APPROVAL FOR CONN. <br />/ <br />/ <br />2x8 P.T. w/ (2) ROWS 3/16" <br />x 3-1/2" TAPCON 16" <br />APPROVAL FOR CONN. <br />/ / %i <br />(2) ROWS 3/16" x 3-1/2" <br />f�/ <br />O.C. & 4" FROM ECH <br />1x4 <br />TAPCON @ 16" O.C. & <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 />2x8 <br />2x DETAIL <br />2 1/4" <br />DETAIL <br />STAGGERED @12"o.c• <br />3-1/4" DETAIL <br />BUILDOUT <br />OVER SIZE DOOR -WINDOW ROUGH OPENINGS <br />CC <br />SCALE: N.T.S. <br />CC <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 31/4" TAPCON (1 1/4" 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 />Z 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 2x 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 />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 />INSTALL WDW. SCREW ANCHOR--f <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />1/4" MAX <br />>r SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK -� <br />2 x 8 BUCK - CONNECT TO BLOCK <br />WITH <br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. - <br />-1/4" MAX EMBEDMENT INTO K.) <br />Z-0" <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 />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE B <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />LEAVE A CUT OUT IN O.S.B. ON T <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 />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />INSTALL WDW, SCREW <br />ANCHOR INTO ARCH BLKG. <br />BTWN. 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 />SECTION <br />A -A <br />2'-0" 78- <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 DIAAGONAL 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. RAID. <br />PROPER INSTALLATION MAX. s <br />#5 REN <br />(TYP,) <br />STD, 90' <br />FILL SOLID <br />HOOK (1 <br />BOTH CELLS <br />VL <br />0/&/:, <br />�7/ <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 1/2" SDS <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 />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 (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 31/2" TAPCONS AT 16" <br />O.C. <br />SECTION @ ENTRY L <br />SCALE: 3/4" = V-0" SS <br />/ <br />IJ <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 <br />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 />' <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) <br />EXPANSION STRIP <br />LAP REINFORCING NOT LESS THAN 61NCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />P ° <br />REINFORCING AS FOLLOWS: <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />* <br />SEALANT <br />— — I <br />PRESS PANEL REINFORCING INTO PLACE. <br />6 MIN. LAP SPLICE W/ <br />D ITI - <br />T I- <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED TROWEL <br />SMOOTH. DO NO FURROW. <br />REINFORCING PANEL <br />-I <br />o D D <br />11 <br />F) <br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE <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 />NOTE <br />M 'D <br />REMAIN FREE OF MORTAR. <br />z <br />H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />04 <br />D <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 />o . <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 />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" =1'-0" <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <br />L FILLED CELL PER <br />FOUNDATION PLAN <br />ff <br />YP.) <br />fHE <br />S <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />/. #5 REBAR (TYP,) S.� <br />s� <br />1® <br />®1 <br />f TD, 90° HOOK (TYP.) <br />B @ FIRST COURSE <br />ii <br />i4, <br />i1 <br />®i1 <br />2N BOT. PLATE W/ (2) 10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />AND NAILED W/ 8d COMMON @ <br />ZX 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 1 Od <br />@ TOP & BTTM CHORD, AND (8) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />METAL SEAT PLATE <br />METE: <br />NO <br />:LAP <br />SHEATHING TO <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />SIMPSON HGAMI OKTA @ 12" O.C. <br />w/ (4) 1/4x1 1/2" SDS SCREWS <br />INTO BAND JOIST & (4) 1AN2 3/4" <br />- <br />TITEN INTO K.O. BLOCK <br />FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP <br />SCALE: N.T.S. <br />SS i 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 />BRG WALL TYPE -I-- I <br />PER PLAN 1 1 <br />I I <br />F CHANNEL, <br />FASTENED PER 1 -""- <br />NOTE 2 BELOW---I--A—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 />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"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 />SCA <br />LE: 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 />?x <br />+ 44(3 <br />+ + <br />+ + <br />+ + <br />+ + ` <br />+ <br />TRUSS <br />2X4 SYP 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 />+ SUPPORT SOFFIT <br />J CENTER SOFFIT - <br />PRECAST LINTEL <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4'-0") <br />SECTION @ ROOF EXTENSION rM <br />SCALE: 3/4" = V-0" SS <br />QP1= QWPPT 170 Anln <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 <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MI% <br />MSTAM STRAP <br />SCALE:'-:.. <br />z <br />O <br />Cn <br />U_ <br />O <br />LU <br />U <br />fn <br />FILL 1st 4 COURSES <br />SOLID W/GROUT <br />a. <br />FOR OVERHANGS BETWEEN OVER 1 <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. • " '''' <br />a <br />• a <br />OVERHAN <br />4 G' <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' 5-011 <br />NISH <br />0 <br />° #5 BAR <br />D. <br />°• G D ° 4 <br />10 e • ' • ° ° CENTERED W/ g <br />D • °►D 9 K IN TOP b <br />° KNOCKOUT / c� <br />- ° CHAIR BLOCK <br />•> .'°0 MONO FOOTING <br />p• <br />SIZE AND REINF. PER PLAN - <br />_1 <br />AND SECTION DETAILS -I <br />CLEAN FILL •° 0 • <br />DIRT <br />" STANDARD c, <br />90r HOOK N <br />#5 BAR IN <br />FILLED CELL„ <br />�.♦ \��S s• Vas• 1 V��s •ems• <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL <br />SECTIONN DDETAETAILS <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"4" 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 />a� <br />C,4 d <br />C+'- <br />M7 �a N <br />9 <br />c ec <br />° v <br />>a <br />�.'a Co <br />.b <br />0- as <br />. e r@p� <br />wy '4,/ a• . y� <br />�••.....•a•=$�`� <br />Eat rp0gt�gEQ/SgSp� <br />,���`� <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 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 />d' E <br />0 <br />ti <br />.52 00 N <br />0) <br />M V qk <br />U. <br />a LL l_ W <br />o <br />0 <br />Z 8 c v a cn <br />z2 s5o <br />to N to <br />W <br />0 <br />05 m du <br />. <br />z , N Q r <br />IL <br />Z N OU 0 <br />rn <br />El El <br />N M <br />0 <br />� o <br />a n <br />M <br />�n z <br />C1 <br />Q) o <br />+� U., <br />� <br />U <br />0 LU <br />Cq <br />I— CO <br />v 6 <br />Ljj W <br />r-- E <br />— mRig <br />U o <br />ca <br />O <br />g NffW <br />• <br />®0 <br />ALAo <br />co11 <br />w <br />M <br />-.0 <br />0 <br />Z <br />g <br />vo <br />J <br />o . 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