Laserfiche WebLink
LO <br />r- <br />LO <br />C*4 <br />Ln <br />Ln <br />P <br />C; <br />< <br />E; <br />LO <br />C> <br />— <br />9 <br />to <br />to <br />C> <br />LO <br />LO <br />LO <br />LO <br />Lo <br />C) <br />L6 <br />L6 <br />5� <br />X) <br />LO <br />C7 <br />ul <br />tR <br />E <br />1.7 <br />cr) <br />CD <br />E <br />CD <br />C14 <br />t2 <br />LO <br />L.-I <br />__5; <br />W <br />1/4" MAX <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT <br />TO PRODUCT APPROVAL FOR CONN. <br />X4 <br />APPROVAL FOR CONN. <br />APPROVAL FOP CON 119 77 —7, 7 7-7 7\ x4 <br />1x4 P.T. <br />FURRING <br />3/16"0 X 3" LONG FURRING <br />(2) ROWS 3/16" x 3-1/2" <br />16"0 <br />3-1/4" LONG X 3/ FURRING TAPCONS TAPCON @ 16" O.C. & 4" 2X8 <br />TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 <br />BLOCK@ SPACING O.C. 2-ROWS INTO <br />PER MANUFACTURE 1" DETAIL 2" EDGE DIST. ATTACH <br />MASONRYTHROUGH <br />1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3" DETAIL <br />116" x 3 -1/2" <br />TAPCON @ 16" 1x4 P.T. <br />DOOR JAMB (REFER <br />O.C. & 4" FROM 1/2" DRYWALL <br />APPROVAL FOR CONN. <br />TO PRODUCT 1x4 <br />EACH END W/ MIN. <br />TO PRODUCT <br />DOOR JAMB (REFER DOOR JAMB (REFER <br />TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN, 2x8 P.T. w/ (2) ROWS 3/16" <br />x 3-1/2" TAPCON @ 16" <br />APPROVAL FOR CONN. 1x4 <br />(2) ROWS 3116" x 3-1/2" <br />O.C. & 4" FROM EACH <br />FURRIN( <br />7 1 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />L 2x8 P.T. ATTACH SECOND PLY w/ <br />4" FROM EACH END w/ <br />L 2x P.T. AS REQ-D MIN. 2" EDGE DIST. (2) ROWS 1 0dx3" 2x8 <br />STAGGERED @ 12" O.C. <br />2x DETAIL 2 1/4" DETAIL 3-1/4" DETAIL <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc_�� <br />SCALE: N.T.S. SS <br />N 1X4 1/2"DF <br />1X4 U <br />N <br />X <br />4 1" F28 <br />IKI 1 y5z <br />2," E, �j 6" <br />IST. <br />i)D <br />W/ <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x3 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 45' DIAGONAL (4) 10d NAILS INTO <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />7/16" OSB CUT HOLE IN O.S.B. FOR <br />BUILT UP PLWD. BUCK ARCH PANEL <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA <br />BACKSIDE TO FIT ARCH <br />(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 ANCHCR—' <br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 <br />INTO ARCH BLKG. PER <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 />X 8 <br />AjKl r),zl:z <br />2 x 8 BUCK - CONNECT TO BLOCK <br />2'-0" <br />WITH <br />1/4" x 3 1/4" TAPCON (1 1/4" M IN. <br />/4" MAX EMBEDMENT IN��K. <br />2'-0" <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />1 X 4 FURRING <br />BLKG, & BUCK <br />8 d NAILS @ 8"O.C. AT BUCK <br />2 x 8 VERT. W/ (2) 1 Od <br />PROVIDE 2 x 8 DIAG. BRACE B TWN"\ <br />NAILS AT EA. END <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />S B ON T <br />LEAVE A CUT OUT IN O.S.B. ON T <br />2 x 8 VERT. BRACE(S) <br />)0 <br />1��ULATION <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) 1 Od NAILS L EQUAL <br />THRU OSB INTO 2 x 8 <br />PER INSTALLATION DETAILS <br />13-13 <br />ARCH DETAIL rK <br />SCALE: N.T.S. <br />� �S <br />SECTION <br />A -A <br />811 <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) 1 Old NAILS <br />AT EA. END <br />\_ PROVIDE TAPCON WITHIN <br />4" MIN. OF BRACE <br />START OF ARC <br />4'MAX. RAID. <br />SECTION <br />B-B <br />8" <br />PROVIDE 2x <br />PROVIDE (2) MIN. CONT. W/ (3) <br />TAPCON AT EA. SIDE <br />BUCK - (1) WITHIN 4" 12d NAILS <br />MIN. OF START OF <br />ARCH <br />4- MAX. RAID. <br />START OF ARC <br />EQUAL <br />MAX. 8" <br />PROPER INSTALLATION <br />#5 REBj <br />(TYP,) <br />4 <br />STD. 90' <br />FILL SOLID <br />HOOK <br />BOTH CELLS <br />t7 <br />1 <br />1�]L <br />I <br />NOTCH WEB AT <br />A <br />+5 <br />FIRST 2 COURSI <br />-,APACITY 805 # FOR 1 STRAP <br />1610 # FOR 2 STRAPS <br />1 PLY PRE-ENGINEERED TRUSS <br />SIMPSON HM9KT w/ (4) 114"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 4Y2" 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 <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 IMPSON <br />H2.5A W/ (10) <br />2X6 TO 2X4 <br />8d NAILS <br />S <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 318" 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 />ANCHOR <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <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 />Z <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 MAYBE 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 />4'4' MAX SEE PLAN <br />2X4 SYP #2 CONT <br />(MATCH TRUSS D <br />EPTH <br />. <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 3 112" TAPCONS AT 16" <br />O.C. <br />SECTION @ ENTRY <br />rL <br />SCALE: 3/4" V-0" <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />W.W1M. AT PERIMETER <br />WHERE THIS CONDITION <br />#5 CONT. TOP & MID OCCURS <br />WITH MIN. 3" COVER 6'-0" <br />=1 <br />. t� . 4 - - --.I - <br />k EIIF,�jii 11 <br />GRADE <br />C14 <br />C14 <br />his (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 />L, lr:�,, �iii �iii C�l iTii� 1, <br />SECTION AT DEEP MONO FOUNDATION <br />REV. 07.28.21 SCALE: 3/4" = V-0" <br />\_ FILLEDCELLPER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />A%* <br />�R <br />4P <br />,11411 <br />YP.) <br />THE <br />�S <br />4# <br />#5 REBAR (TYP,) <br />2C 1TD, 90- HOOK (TYP.) <br />FILLED CELL INSTALLATION <br />SCALE: N.T.S <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />LIE:17 <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 />ALUM DRIP EDGE <br />2x SUB FASCIA <br />L- 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. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: <br />CMU w/ 3/116"x2l" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ <br />MIN. 1" EMBEDMENT @ 16" O.C.) <br />WOOD w/ 0.148"x 3 1/4" @ 16" O.C. <br />3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE <br />STRUCTURAL SOFFIT <br />SF01REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" <br />SCALE: 3/4" V-0" FOR ALUMINUM SOFFITS >1'-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 />+ <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 T-13" <br />* DOUBLE 2X4 SCAB FOR Z-15" TO 4'4' O.H. <br />1 4 <br />(2) 1 Old NAILS @ 8" 0. C. <br />TO TRUSS TOP CHORD <br />PLYWOOD SHEATHING <br />+ <br />+ <br />BLOCKING AS <br />11 <br />REQUIRED TO <br />+ <br />'11�� + <br />+ <br />SUPPORTSOFFIT <br />+ <br />�RU <br />DO <br />04 <br />SS AS <br />UBLE <br />SHOWN F( <br />2X4 SCAB , <br />Q 121 1 " I <br />To TRL <br />+ <br />CENTER SOFFIT <br />J <br />PRECAST LINTEL <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4--o") <br />SECTION @ ROOF EXTENS <br />ION rM <br />SCALE: 3/4" V-13" 7 <br />SS <br />qFF.qHFFT nq Amin <br />SIMPSON HTT4 W1 (18) 10d 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: 3, <br />NOTCH"WEIB Co) FIRST COURSE <br />%* <br />z <br />0 <br />U_ <br />I-_ <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED — <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />/—ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />—2x BAND JOIST W/ FACE NAIL 10d <br />TM CHORD, AND (8) <br />@ TOP & BT <br />FACE NAILS 1 Od @ TRUSS VERT. <br />WEB <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />-SIMPSON HGAM1 OKTA @ 12" O.C. <br />w/ (4) 1/4xl 112" SDS SCREWS <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />H RETROFIT FOR MISSING EMBEDDED STRAP <br />SS j SEE TYR 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T,S. <br />FILL 1 st 4 COURSES <br />SOLID W/GROUT <br />A <br />CONTACT ENGINEER OF RECORD FOR <br />FOR OVERHANGS BETWEEN OVER 1 112" <br />FURTHER INSTRUCTIONS. <br />OVERHANG-L l- <br />4. <br />RETROFIT WALL OVERHANG DETAIL (NTS <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />I NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D, <br />1 1-01# 51-011 <br />I INISH FLOg <br />A . <br />A <br />... 1. .. I . . <br />10 <br />CENTERED W1 <br />A <br />. . . . . . . IN TOP <br />C? <br />KNOCKOUT/ <br />CHAIR BLOCK <br />A <br />MONO FOOTING <br />&0, <br />16 <br />SIZE AND REINF. PER PLAN t <br />7A <br />AND SECTION DETAILS <br />J7 <br />CLEAN FILL <br />DIRT <br />A <br />STANDARD C) <br />90r HOOK <br />#5 BAR IN <br />:1z <br />FILLED CEL L L <br />v L L, <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />SCALE: 3/4" V-0" <br />DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC <br />DNTACT 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 (2) #5x6- IN CONC. <br />cl) U) FILLED CELL <br />C14 <br />DRILL 3/4"ff' MIN. HOLE <br />SET BAR IN EPDXY <br />i4i` f , <br />El <br />4- SAW CUT <br />SECTION <br />EXISTING FOOTING <br />�, �j SCALE: N.T.S. <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />r) <br />CIZI <br />CD <br />C= <br />C= <br />C, <br />�� <br />a! <br />C= <br />72 9 -!E <br />3: cc <br />CD <br />11=1 <br />cu <br />CL Q <br />- llj� <br />_21 <br />tk 0_ <br />e. <br />W <br />�LO <br />_N <br />S10 <br />'n <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />W tE <br />8 <br />5 <br />(0 0 co 0 N <br />N CD <br />'4 26 a - <br />I M U_ U_ <br />3 ui <br />a- R <br />103 <br />z co C <br />9 <br />19 :2 - - �; 0� <br />W =3 CON ;; 0 �e <br />0 2 <br />W C/5 <br />z - �� 0 <. t, <br />LO co z - - <br />N < 01 0 <br />113 d 0 0 <br />z C) <br />co <br />W <br />00 <br />Flo% <br />0 <br />4­1 - <br />U, <br />Q) <br />JOWL7 <br />0 L.0 <br />Ln <br />W <br />I— <br />0 6 <br />L'i C <br />E <br />8 <br />*> <br />C) 0 <br />U) <br />0 <br />- <br />1— <br />Cl> <br />Cl"> <br />SO <br />< <br />U_ <br />ce E <br />2 <br />0 <br />EM_ 8 <br />— <br />Ij I <br />ZS <br />0 <br />co <br />-, <br />'0 <br />W <br />00 <br />C, <br />cc=3 E <br />x <br />0 <br />00 <br />z <br />=$ <br />CO <br />z <br />zo <br />8 <br />0 <br />< <br />W <br />co 3: <br />3: <br /><0 <br />E'ri-7 <br />ff <br />!Sz. <br />M3 <br />< <br />-0 <br />101 'W <br />� E <br />00 <br />. <- <br />�q <br />0 C) <br />LO <br />LO <br />co <br />< <br />0— <br />L1 <br />L0 <br />0 <br />0 <br />C) <br />T_ <br />U) <br />100 <br />LO <br />T_ <br />0 <br />4-1 U_ <br />0 <br />0') <br />1 <br />Lo <br />-0 co co <br />00 C) <br />LO <br />LO <br />V_ C14 <br />C%4 <br />< co <br />LO LO <br />T_ <br />hi <br />E <br />z <br />cc <br />z <br />E (D <br />C: <br />co <br />a. <br />E <br />0 0 <br />0 _j < <br />(D <br />_j <br />JOB <br />NO 23-06126 <br />SCALE AS NOTED <br />SHEET NO. <br />SS <br />