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i:n <br />:xi <br />:�E <br />(�o <br />C PO <br />�4 <br />t�o <br />tR <br />C'4 <br />Le) <br />LO <br />12 <br />CD <br />:51, <br />LO <br />12 <br />0 <br />:3 <br />cr <br />V) <br />E <br />ZZ_ <br />0- <br />- <br />C:1 <br />4; <br />16 <br />Ci <br />DOOR JAMB (REFER 1 X4 11/2" DRYWALL <br />DOOR JAMB (REFER 1X4 <br />F11/2" DRYWALL <br />DOOR JAMB (REFER <br />TO PRODUCT <br />1X4 <br />1x4 <br />1/2"DRYWALL <br />TO PRODUCT <br />P.T <br />T <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />tE <br />APPROVAL FOR CON4*N. <br />1x4 P.T- <br />��FURRING <br />T <br />E <br />1 <br />X 4 <br />[7:1 <br />P E FURRING <br />3-1/4" LONG X 3/16"0 <br />3/16"0 X 3" LONG <br />TAPCONS <br />FxU4RR,NG <br />(2) ROWS 3/16" x 3-1/2"' <br />TAPCON. INTO <br />STAGGERED @ 16" <br />TAPCON @ 16" O.C. & 4,, <br />L2X8 <br />BLOCK@ SPACING <br />1 <br />DETAIL <br />1x8 <br />O.C. 2-ROWS INTO <br />P.T. <br />,4"2x8 <br />M <br />FROM EACH END w/ MIN. <br />2" EDGE DIST. ATTACH <br />JYR <br />1X8 <br />PER MANUFACTURE <br />MASONRYTHROUGH <br />1 1/211 <br />!.i <br />DETAIL <br />1 x8 w/ (2) ROWS 8d NALS <br />3" DETAIL <br />1x4 P.T. & 1x8 P.T. <br />b rAGGERED @ 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 />N. <br />APPROVAL FOR CONN. <br />1x4 <br />1x4 <br />1/2" DRYWALL <br />1/2"DI <br />DOOR JAMB (REFER <br />EACH END W/ MIN <br />TO PRODUCT <br />F <br />TO PRODUCT <br />2" EDGE DIST. <br />APPROVAL FOR CONN. <br />6- <br />2x8 P.T. w/ (2) ROWS 3/16 <br />�j <br />APPROVAL FOR CONN. <br />(2) ROWS 3/16"x 3-1/2" <br />x 3-1/2" TAPCON @ 16" <br />i <br />i <br />O.C. & 4" FROM EACH <br />1x4 <br />El <br />TAPCON @ 16" O.C. & <br />L <br />END w/ MIN. 2" EDGE DIST. <br />IST <br />FURRINI <br />4" FROM EACH END w/ <br />2x8 P.T. <br />ATTACH SECOND PLY w/ <br />W/ <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. <br />(2) ROWS 1 Odx3" <br />2x8 <br />0%i MC:TAIII <br />1 IAII MC:TA 11 <br />STAGGERED @ 12" O.C. <br />'A-IIA" nPTAII <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 3 1/4"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 />2 x 8 45' DIAGONAL (4) 10d NAILS INTO <br />BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. <br />CUT HOLE IN O.S.B. FOR <br />BUILT UP PLWD. BUCK ARCH PANEL 47 <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA <br />SZ <br />BACKSIDE TO FIT ARCH (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 />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 <br />A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />m/z­ rHK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />ARCH DETAIL <br />ri <br />SCALE: N.T.S. <br />�S <br />INSTALL WDW. SCREW ANCHO" <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />1/4" MAX <br />ir <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />2-4- <br />SECTION <br />A -A <br />8" <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 DrAGONAL 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 />4'MAX. RAD. <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH <br />1/4" x 3 1/4" TAPCON (111/4" MIN. B-B <br />EMBEDMENT INT <br />/4" MAX <br />2'- 0 8" <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. AR CH <br />1 X 4 FURRING <br />BLKG. & BUCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2) 1 Od <br />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE BPA'11*, <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 />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />PER INSTALLATION DETAILS <br />ARCH DETAIL rK <br />13-13 <br />SCALE: N.T.S. <br />� �s <br />PROVIDE 2x <br />PROVIDE (2) MIN. <br />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 />4' MAX. RAD. <br />MAX. 8" <br />PROPER INSTALLATION <br />FILL SOLID <br />BOTH CELLS <br />- <br />#5 REB) <br />(TYPI) <br />STD. 90' <br />HOOK 0 <br />L, <br />ILV <br />- <br />±5" <br />NOTCH WEB AT <br />L\ 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) 1/4"xl 1/2" SDS <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 4Y," 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 <br />PLAN <br />2x6 #2 SYP @ 24" O.C. <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />IMPSON <br />(5) 12d NAILS <br />2X6 TO 2X4 H2.5A W/ (110) <br />8d NAILS <br />NOTE: <br />SHED ROOF ENDS TO BE <br />GABLE ONLY, CORNERS <br />SHALL NOT BE FRAMED AS <br />DESIGNED ONLY FOR THE <br />HIP. <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 <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 />EALANT <br />PRESS PANEL REINFORCING INTO PLACE. <br />6S"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" IN. LAP <br />G) <br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />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 />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 3 1/2" TAPCONS AT 16" <br />O.C. <br />SECTION @ ENTRY <br />rL <br />SCALE: 3/4" V-0" <br />�, �s <br />#5 CONT. TOP & MID <br />" <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 />WITH MIN. 3 <br />COVER 6-10" <br />A' <br />k <br />GRADE t. <br />z <br />CN <br />(2) #5 REBAR. (11 -STORY) <br />(3) #5 REBAR. (2-STORY) <br />16" MIN. (1 -STORY) <br />20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY <br />100 1 <br />SECTION AT DEEP MONO FOUNDATION <br />REV. 07.28.21 <br />SCALE: 3/4" = V-0" <br />FILLED CELL PER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS 2"x BOT. PLATE W1 (2) 1 Od @ 6" O.C.. <br />#40 ATTACHED WALL SHEATHING TO <br />#5 REBAR (TYP) Ole 3/4" PLYWOOD DECKING GLUED 2X BOTTOM PLATE W/ 8d @ 4" <br />A 411* AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12"O.C. FIELD O.C., 2 ROWS STAGGERED <br />4 <br />90- HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />I <br />YP.) FACE NAILS 1 Od @ TRUSS VERT. <br />WEB <br />METAL SEAT PLATE <br />NOTE: <br />N4 <br />VL 1 411,::71 LAP SHEATHING TO <br />BOTTOM OF BAND <br />400 JOIST TYPICAL <br />\-SIMPSON HGAM1 OKTA @ 12" O.C. <br />NOTC EB a FIRST COURSE <br />L <br />±2 w/ (4) 1/4xl 1/2" SDS SCREWS <br />1% <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />THE TITEN INTO K.O. BLOCK <br />:S <br />FILLED CELL INSTALLATION I 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 />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />Kl^-rr! 4 rlrl ^IAI <br />2x SUB FASCIA <br />ALUM DRIP EDGE <br />BRG WALL TYPE ALUM FASCIA <br />PER PLAN 1-3/4" TRIM PAINTED <br />SS NAIL W/ 5/16" HEAD <br />F CHANNEL, DIA. @ 24' O.C. <br />FASTENED PER <br />CONT VENTED OR SOLID SOFFIT <br />NOTE 2 BELOW <br />L <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 />LISTED IN THE DESIGN CRITERIA ON SHEET SN. <br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING <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 />DIAMOND <br />WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN <br />PATTERN <br />SUB FASCIA W/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE <br />STRUCTURAL SOFFIT <br />SF01 SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS 7VITH 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 />TRUSS AS SHOWN FOR O.H. UP TO Z-16" <br />DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />(2) 1 Od NAILS @ 8" O.C. <br />7"N <br />TO TRUSS TOP CHORD <br />PLYWOOD SHEATHING <br />+ <br />+ + <br />+ <br />BLOCKING AS <br />+ REQUIRED TO <br />SUPPORT SOFFIT <br />___1 + <br />2X4 SYP <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL- <br />SCHED. <br />SOFFIT <br />PRECAST LINTEL -j <br />% <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX 4'-0") <br />SECTION @ ROOF EXTENS 0 <br />I N rM <br />SCALE: 3/4" V-0" <br />SS <br />SIMPSON HTT4 W/ (18) 1 Od 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 6 <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SCALE: <br />QP:I= QWI:r:T 119 ANn <br />Ir <br />z <br />0 <br />(n <br />< <br />U_ <br />0 <br />LU <br />FILL 1 st 4 COURSES <br />SOLID W/GROUT <br />FOR OVERHANGS BETWEEN OVER 1112" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <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 />11-011 51-0 <br />NISH <br />b <br />C!2� -, , <br />. . . . . . <br />... .. . 0. . #5 BAF <br />$0" & - 11:1. <br />CENTERED W/ <br />L L <br />IN TOP <br />.=== I . . KNOCKOUT/ <br />A , - " _� - 1, . . . k. * <br />CHAIR BLOCK <br />MONO FOOTING <br />AND SECTION DETAILS <br />SIZE AND REINF. PER PLAN L <br />CLEAN FILL <br />DIRT <br />STANDARD <br />9(T HOOK C14 <br />#5 BAR IN <br />FILLED CELL L <br />v L I L. <br />ilk- <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />SCALE: 3/4" = 14" <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, <br />CONTACT 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 />(2) #5x6' IN CONC. <br />Ul) <br />FILLED CELL <br />DRILL 3/4"x5" MIN. HOLE <br />SET BAR IN EPDXY <br />SAW CUT <br />A SECTION <br />EXISTING FOOTING <br />SCALE: N.T.S. <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />S:z <br />C5 <br />:z <br />C3 <br />�L:s <br />C:L C�, C-n <br />c::, <br />C;Lw <br />CU C, <br />120- <br />.!? C:L <br />0) C.:. <br />C., <br />C--., <br />Cq <br />;EF p <br />L7 <br />7� <br />z, <br />C, _,Z, <br />1z J�I <br />N <br />-INN <br />V) Aak <br />C2 <br />rN <br />FL 0 <br />........ <br />N,� C 3 a <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 <br />Florida Building Code - <br />Residential <br />7th Edition. 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