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f,,L..l' rl'�����""�Rl1�11gf'! I�'A►ji•I �—,-��a, <br />I <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 112" DRYWALL DOOR JAMB (REFER O2X8 <br />1/2" DRYWALL <br />DOOR JAMB (REFER TO PRODUCT <br />TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVALFORCON.APPROVAL FOR CONN. � j : 1 X4 <br />�x4 P.T. 3/16"0 X 3" LONG �' FURRING ff f%�� FURRING <br />3-1/4" LONG X 3/16"� % FURRING (2) ROWS 3/16 x 3-1/2'TAPCONS TAPCON @ 16" O.C. & 4" TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. <br />BLOCK@ SPACING „ O.C. 2-ROWS INTO <br />PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH <br />MASONRYTHROUGH 1-1/2„ DETAIL 1x8w/(2)ROWS 8dNALS �� <br />1x4 P.T. & 1x8 P.T. 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. 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER EACH END W/ MIN,TO <br />PRODUCT <br />TO PRODUCT 2" EDGE DIST. <br />APPROVAL FOR CONN. i ! <br />� �, �,� <br />2x8 P.T. w/ (2) ROWS 3116" <br />APPROVAL FOR CONN. ;" �j% <br />(2) ROWS 3116" x 3-1/2" ���/,� <br />„ <br />x 3-1/2 TAPCON @ 16 1x4 <br />O.C. & 4" FROM EACH <br />; ,, <br />TAPCON @ 16" O.C. & <br />FURRII <br />END w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END wl 2x8 P.T. <br />ATTACH SECOND PLY w/ <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. <br />(2) ROWS 10dx3" 2x8 <br />2x DETAIL <br />21/4" DETAIL <br />STAGGERED@12"o.c. 3-1/4" 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 3114" 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) \_ <br />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 />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 —I <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />1 /4" MAX <br />iSOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />2 x 8 BUCK - CONNECT TO BLOCK <br />2'-0" <br />SECTION <br />A -A <br />8" <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />/4" MAX EMBEDMENT INTO ) <br />2'-0" <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />1 X 4 FURRING <br />BLKG. & BUCK t <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. WI (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 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 />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />PER INSTALLATION DETAILS <br />ARCH DETAIL rK <br />B-B <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 DIAGONAL BRACE AT EA. <br />FACE OF ARCH W/ (3)10d NAILS <br />AT EA. END <br />\_ <br />PROVIDE TAPCON WITHIN <br />4" MIN. OF BRACE <br />START OF ARC <br />4' MAX. RAD. <br />SECTION <br />B-B <br />8f, <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. RAD. <br />PROPER INSTALLATION MAX. $ <br />#5 RE& <br />(TYPE) <br />STD. 90' <br />FILL SOLID <br />HOOK (1 <br />BOTH CELLS <br />IL <br />Flv��11rx <br />x <br />NOTCH WEB AT <br />±5" <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)1l4"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 />ALL <br />(5)12d NAILS <br />SIMPSON <br />2X6 TO 2X4 <br />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 />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 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 />6" MIN. LAP <br />G) <br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE NOTE: <br />REMAIN FREE OF MORTAR. <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 BY—/ <br />TRUSS COMPANY OR 2X4 <br />#2 SYP @ 24" O.C. <br />'-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 rL <br />SCALE: 3/4" = V-0" SS <br />#5 CONT. TOP & MID <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 />11111m! <br />d <br />11=11.=11=11=11=11` <br />?IL=11-?I <br />?ll�ll.'�11 <br />�ll�ll <br />:u.--11= <br />•• V• <br />• ' • • • �' • <br />REV. 07.28.21 <br />SCALE: 3/4" =1'-0" <br />FILLED CELL PER <br />FOUNDATION PLAN <br />!R <br />YP.) <br />fHE <br />:S <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />00 <br />#5 REBAR (TYP,) 00 <br />10 <br />1# <br />�0 <br />10 <br />90° HOOK (TYP.) <br />B @ FIRST COURSE <br />1� <br />2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. <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 HGAM1 OKTA @ 12" O.C. <br />w/ (4)1/4x1 1/2"SDS SCREWS <br />_ <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />FILLED CELL INSTALLATION H 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 />/ 2X <br />O�FRyq <br />+ + CFNCTH <br />+ + <br />+ + <br />+ + <br />+ + <br />TRUSS <br />11 <br />2X4 SYP <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL <br />SCHED. <br />PRECAST LINTEL <br />FILL 1st 4 COURSES <br />• SOLID W/GROUT <br />is <br />FOR OVERHANGS BETWEEN OVER 1 112" + <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />OVERHAN ,. <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 />114" 5'-0" <br />• �,. <br />• ' ' D ' #5 BAR <br />►• 1-0 a. ► <br />p ► • : .• ° CENTERED W/ g <br />►.: • �► IN TOP o <br />r ► KNOCKOUT / N <br />• CHAIR BLOCK <br />1? <br />MONO FO TIN <br />0 G <br />'s <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />CLEAN FILL .► • • • <br />2 X 4 #2 SYP SCAB TO SIDE OF DIRT 4 z <br />TRUSS AS SHOWN FOR O.H. UP TO 2 -6f, g STANDARD E?* DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. ; • 90r HOOK iv <br />(2)10d NAILS @ 8" O.C. #5 BAR IN <br />TO TRUSS TOP CHORD FILLED CELL " •. �� • •.� , •. , <br />PLYWOOD SHEATHING �, d <br />BLOCKING AS STEMWALL FOOTING SIZE AND <br />r + REQUIRED TO MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL <br />+ + SECTION DETAILS <br />+ SUPPORT SOFFIT <br />I SCALE: 3/4" = T-O" <br />SEE ELEVATION <br />J,-N�� 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 />5/8" 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,-t - r -u <br />SFF QWI=r-T m Amn <br />z <br />2 <br />U_ <br />O <br />W <br />f- <br />U <br />Cn <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 />L—J EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />(2) #5x6' IN CONC. <br />FILLED CELL <br />4" SAW CUT <br />A SECTION <br />1 SCALE: N.T.S. <br />SCALE: N.T.S. <br />-a <br />� O <br />O <br />ce) <br />N �`' <br />,4 L <br />N <br />-1� <br />-' v <br />4" <br />C <br />5-.G <br />U .0 <br />0- <br />� <br />E C <br />a t4 N 'O O <br />O C v = <br />r :5 5 L. <br />pW <br />>n- <br />s <br />_ U 40. �F <br />E) �� `Q .� <br />f!/ a Illii>1 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural 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 structuraI engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />E <br />N Cl <br />Lo <br />0 ,; <br />M M v va tL <br />C J LL W <br />LL <br />Ma <br />V -9, W a <br />Z mgrn a <br />E2 <br />Wi M t0 N (D 0 O <br />W co CP <br />. m <br />LZ N N Z Q J <br />J <br />L L <br />03 <br />Z <br />W Cp <br />CD <br />z <br />z <br />Q <br />cl <br />N <br />Z f7 <br />� <br />O <br />LL <br />)� <br />N <br />W m <br />� <br />V <br />O <br />U � <br />W J <br />8 <br />c 0 <br />a .0 o <br />N a9 <br />o <br />co <br />M <br />p. <br />w <br />z <br />LL <br />w0 <br />s� <br />>6 <br />E® <br />EE <br />8 <br />'aa+1=z= <br />X U <br />�`o <br />on <br />00 <br />D V <br />0. <br />Z8E <br />ao <br />>- <br />m <br />=2zz <br />owm <br />m0 <br />o <br />zW= <br />N a� <br />rA J <br />am <br /><w <br />�z <br />U <br />d 3 <br />8 <br />w� <br />a <br />nw <br />W <br />U <br />10. <br />NLL <br />o <br />� � <br />�Ig <br />v <br />�a <br />< <br />° 3 <br />o T <br />CY) <br />hi <br />B <br />t\ <br />L <br />M <br />Q <br />r__ <br />O <br />" <br />r <br />" <br />Cr <br />O <br />m <br />Q <br />_ <br />~ <br />LO <br />�O <br />� N <br />O <br />M <br />Q j rn <br />�r <br />� f <br />T <br />E <br />LID <br />z <br />'� <br />E TT N <br />d <br />C <br />E a <br />c <br />JOB <br />NO: 22-05614-05611 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />