Laserfiche WebLink
1-' _ I ITL- <br />I I <br />n.r.r+ ".m nR r I,r.1. , ll _l. _—_- _L'— _ I II' 1 <br />3 <br />N <br />I <br />C14 <br />r'M <br />LLi <br />to <br />CD <br />a <br />r` <br />i <br />tD <br />01 <br />cc <br />M <br />t2 <br />M <br />I <br />1•M <br />i <br />N <br />i <br />M <br />N <br />0 <br />r; <br />I <br />r <br />CD <br />ca <br />M <br />M <br />t2 <br />1 <br />M <br />i <br />I'7 <br />N <br />0 <br />v <br />cn <br />Q <br />m <br />Q <br />th <br />O <br />i <br />c. <br />00 <br />W <br />E <br />0 <br />v <br />0 <br />v <br />U <br />J <br />2 <br />LZ <br />N <br />0 <br />N <br />0 <br />v <br />0 <br />0 <br />a <br />N <br />N <br />0 <br />v <br />0 <br />a <br />z <br />W <br />x <br />m <br />0 <br />2x8 P.T. BUCK -CONNECT TO BLOC <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 />2 x 8 45^ DIAGONAL <br />BRACE(S) <br />BUILT UP PLWD. BUCK <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH <br />CONNECT W/ 8d NAILS <br />INSTALL WDW. SCREW ANCHOR - <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 BT <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 />DOOR JAMB (REFER 1x4 1/2" DRYWALL <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 />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />1x4 <br />1 X 4 <br />FURRING <br />3-1/4" LONG X 3/16"0 <br />❑ <br />FURRING <br />X 3" LONG <br />TAPCONS <br />FURRING <br />2 ROWS 3/16" x 3-1/2" <br />O <br />TAPCON. INTO <br />STAGGER <br />STAGGERED IN 16" <br />TAPCON @ 16" O.C. & 4" <br />2X8 <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 />1x8w/(2)ROWS 8dNALS <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 />@ <br />TO PRODUCT <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />APPROVAL FOR CONN. <br />ixq <br />1/2" DRYWALL <br />DOOR JAMB (REFER <br />EACH END W/ MIN <br />TO PRODUCT <br />TO PRODUCT <br />2" EDGE DIST. <br />APPROVAL FOR CONN,* <br />2x8 P.T. w/ (2) ROWS 3/16" <br />APPROVAL FOR CONN. <br />(2) ROWS 3/16" x 3-1/2" <br />n <br />x 3-1/2" TAPCON @ 16" <br />O.C. & 4" FROM EACH <br />1x4 <br />❑ <br />TAPCON @ 16" O.C. & <br />END w/ MIN. 2" EDGE DIST. <br />FURRINI <br />4" FROM EACH END w/ <br />2x8 P.T. <br />ATTACH SECOND PLY wl <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. <br />(2) ROWS 10dx3" <br />2x8 <br />eh, MCTA LI <br />e) •I IAII ncTA 11 <br />STAGGERED @ 12" O.C. <br />-4-1 hP n1:T011 <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS <br />SCALE: N.T.S. <br />K SECTION <br />A -A <br />1/4" MAX 2'-0" V. <br />R SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />8d NAILS AT 8" O.C. AT BUCK <br />(4)10d NAILS INTO <br />2 x 8 BRACE/ BLKG. <br />7116" OSBX\, <br />ARCH PANEL CUT HOLE IN O.S.B. FOR <br />POLY -CELL IN THIS AREA <br />(4)10d NAILS INTO 2 x 8 <br />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 ri <br />SCALE: N.T.S. SS <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 K.) <br />* 2'-0" <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 T <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 />B_B ARCH DETAIL K <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 />(NP,) <br />STD. 90' <br />HOOK (1 <br />1. <br />/[ <br />I I <br />.1 <br />4 <br />±5^ <br />11 <br />NOTCH WEB AT <br />FIRST 2 COURSI <br />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 />JACK TRUSS PROVIDED BY—/ <br />TRUSS COMPANY OR 2X4 <br />#2 SYP @ 24" O.C. <br />00, <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 />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 />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 />``::.',.'.;:,;.,• <br />6„ MIN. LAP SPLICE W/ <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />,.' <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 />IF TRUSSES USED) W/ (2) #6 X 4Yz' 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 />FILLED CELL PER <br />FOUNDATION PLAN <br />,R <br />YP.) <br />rHE <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 />1� <br />#5 REBAR (TYP,) <br />1� <br />1� <br />10 <br />SCALE: N.T.S <br />2x SUB FASCIA <br />ALUM DRIP EDGE <br />BRG WALL TYPE -�-� j ALUM FASCIA <br />PER PLAN I I 1-3/4" TRIM PAINTED <br />I I SS NAIL w/ 5/16" HEAD <br />F CHANNEL, <br />FASTENED PER I DIA. @ 24" O.C. <br />NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT <br />CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP <br />BLOCKING w/ 2-12d NAILS (**) 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"x1/4" CROWN STAPLE @ EACH GROOVE <br />LL--- --- --- <br />STRUCTURAL SOFFIT <br />S F01 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 />2 X 4 #2 SYP SCAB TO SIDE OF <br />2 TRUSS AS SHOWN FOR O.H. UP TO Z-6" <br />x °�FRyq * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />W.W.M. AT PERIMETER <br />WHERE THIS CONDITION <br />#5 CONT. TOP & MID OCCURS <br />WITH MIN. 3" COVER 6'-0" <br />wr <br />D A p <br />D e' <br />P <br />D. D <br />GRADE D. D .' D <br />°. <br />A <br />04 p <br />Cl) : z <br />° D . <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 />lei <br />SECTION AT DEEP MONO FOUNDATION <br />REV. 07.28.21 SCALE: 3/4" = V-0" <br />\G�Th <br />+ <br />+ + <br />+ <br />+ <br />+ + <br />+ <br />TRUSS <br />2X4 SYP <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL—/ <br />SCHED. <br />PRECAST LINTEL <br />(2)10d NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />PLYWOOD SHEATHING <br />BLOCKING AS <br />+ REQUIRED TO <br />+ <br />+ SUPPORT SOFFIT <br />I , IJJJL•J' SEE ELEVATION ' <br />FOR OVER HANG <br />(MAX. 4'4") <br />SECTION @ ROOF EXTENSION M <br />SCALE: 3/4" = V-0" SS <br />SFF gHPFT rl9 Amn <br />SIMPSON HTT4 w/ (18)1Old 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: 1- <br />Ix <br />z <br />Cn <br />tL <br />O <br />LU <br />Q <br />U <br />U) <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 />@ 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 />B @ FIRST COURSE SIMPSON HGAM1OKTA @ 12" O.C. <br />i w/ (4)1/4x1 1/2" SDS SCREWS <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />ii TITEN INTO K.O. BLOCK <br />ii <br />if <br />H RETROFIT FOR MISSING EMBEDDED STRAP <br />SS <br />2"x BOT. PLATE W/ (2)1 Od @ 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 />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO <br />FILL 1st 4 COURSES <br />SOLID W/GROUT <br />e: <br />FOR OVERHANGS BETWEEN OVER 1 1/2" . •• <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />OVERHAN <br />e. <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 RECI D. <br />V-011 5'-011 <br />• ►.. #5 BAR <br />p. 10 • ` ° CENTERED W/ <br />• . ti s H IN TOP <br />• a KNOCKOUT / <br />CHAIR BLOCK <br />I <br />MONO FOOTING •• D ; • <br />SCALE: N.T.S. <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />CLEAN FILL .► •• • ! <br />DIRT Z <br />STANDARD Q <br />I. • 9Ct HOOK iv <br />#5 BAR IN <br />FILLED CELL • • L • -L, .,—' :1 L , <br />le 0 <br />sk <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL <br />SECTION DETAILS <br />SCALE: 3/4" = V-0" <br />)TE: 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 />(2) #5x6' IN CONC. <br />FILLED CELL <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 />i <br />0 <br />c� C <br />O W <br />o 2: <br />u <br />N <br />a <br />H t0 O <br />N 'cc, <br />y N O <br />Q N <br />d <br />� <br />= <br />�.r_74 <br />d <br />.= <br />N C <br />c <br />o <br />a <br />0 <br />M <br />0 <br />N <br />N <br />0 <br />1L E0 <br />No PE7875 ' <br />r <br />'�t <br />y DI. ., to- TTE nF W: <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W E IF, w <br />O N U � r <br />v W C. <br />0 LL LL <br />��.02 <br />M �04v� LL ° uj <br />a <br />a <br />u_ U_ o- U <br />J - Oz <br />o <br />Yo <br />�• N m Q <br />7 Co t0 <br />W ova, ¢ m <br />z <br />i uj <br />Z OD N z Q _ <br />M <br />IL <br />IL <br />N U N F <br />a o o00 <br />Z <br />c�Cn <br />z N � <br />0 <br />z � S <br />93 <br />Z n <br />v <br />N z <br />C1 <br />Q) <br />+� u_ <br />,rr <br />� <br />U <br />OLU $ <br />N c N <br />N = ,- <br />U <br />11J <br />E <br />$ <br />® <br />I <br />I <br />t <br />' 0 <br />U <br />c '4' m <br />Q N � <br />• <br />�Q <br />o <br />w <br />M <br />M C <br />w <br />Z <br />Q <br />Q <br />ce E <br />E <br />O <br />O <br />w, <br />a <br />oa <br />ti. <br />°a <br />zoa <br />r0 <br />9 <br />Qz <br />o <br />�z <br />C <br />C <br /><z <br />a <br />N U <br />mo <br />Z <br />z <br />m °' <br />J <br />m <br />a' w <br />5 <br />p 3 <br />8 <br />< °° <br />0� <br />z <br />¢o <br />W <br />3 <br />m <br />oLL <br />W <br />a <br />NZ <br />_� <br />o <br />ow <br />w <br />w� <br />;o <br />c� <br />0 <br />ate_ <br />Fi <br />g T— <br />rn <br />> 00 <br />N0 <br />CV <br />1 <br />L <br />Co <br />� <br />LO <br />T <br />T <br />1 <br />Cr <br />O <br />60 <br />T <br />U) m <br />n <br />T' <br />F_4"0 <br />LC) <br />co <br />LO <br />04 <br />T 0 <br />c6 <br />1 '14, <br />T <br />ai <br />E <br />N <br />j r CD <br />o <br />z <br />z <br />N <br />E O r <br />C <br />a <br />U 0 Q p <br />4) <br />JOB <br />NO :23-13131-13136 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />